CN212223830U - Foundation treatment structure based on groundwater shifts - Google Patents
Foundation treatment structure based on groundwater shifts Download PDFInfo
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- CN212223830U CN212223830U CN201922197381.8U CN201922197381U CN212223830U CN 212223830 U CN212223830 U CN 212223830U CN 201922197381 U CN201922197381 U CN 201922197381U CN 212223830 U CN212223830 U CN 212223830U
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- Prior art keywords
- water level
- level pipe
- rod
- structure based
- groundwater
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- 239000003673 groundwater Substances 0.000 title claims abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 68
- 239000002689 soil Substances 0.000 claims abstract description 34
- 230000007246 mechanism Effects 0.000 claims abstract description 8
- 238000006073 displacement reaction Methods 0.000 claims description 11
- 238000010276 construction Methods 0.000 description 3
- 238000003825 pressing Methods 0.000 description 3
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a foundation treatment structure based on groundwater deflection, which comprises foundation soil and a gravel soil cushion layer, wherein the gravel soil cushion layer is laid on the surface of the foundation soil, and water level observation mechanisms are inserted into both sides of the foundation soil; the water level observation mechanism comprises a water level pipe, a connecting rod, a limiting block and a rod body, wherein the water level pipe is inserted into two sides of the surface of the foundation soil, the rod body is inserted into the top of the water level pipe, the limiting block is fixedly mounted on the outer wall of the water level pipe, and the two limiting blocks are connected through the connecting rod. The utility model discloses an utilize the buoyancy ball in the water level pipe, during the water level variation, the buoyancy ball can drive the body of rod and go up and down, can observe the water level variation through the scale strip on body of rod surface to make the more accurate of observation.
Description
Technical Field
The utility model relates to a ground treatment technical field specifically is a ground treatment structure based on groundwater shifts.
Background
The water level of the ground in the coastal areas is high, and the ground surface is widely distributed with foundation soil with lower foundation bearing capacity. The construction of roads and other structures on the foundations often causes excessive deformation or uneven settlement of the foundations, thereby causing road diseases. Therefore, it is necessary to adopt a certain foundation treatment technology to achieve the purposes of improving the foundation strength and reducing the settlement of the foundation after construction.
Patent CN201420154279.4 discloses a foundation treatment structure based on groundwater displacement. The utility model provides a ground treatment structure based on groundwater shifts, including the foundation soil body, pave the rubble soil bed course on the foundation soil body, be equipped with on the rubble soil bed course and strike the way device of pressing, still be equipped with vertical groundwater level pipe in the foundation soil, the groundwater level pipe upwards extends to run through the rubble soil bed course, the groundwater level pipe is hollow structure and both ends opening. The utility model discloses can realize better impacting and roll the quality control of large-scale processing coastal foundation construction.
Currently, existing foundation treatment structures based on groundwater displacement have some disadvantages, for example; the structure is inconvenient to observe water level change in the using process, influences precision, impacts the road rolling device simultaneously, and influences the verticality of the water level pipe when pressing the road surface, so that the observation of the water level is influenced. For this reason, new technical solutions need to be designed to solve the problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a ground treatment structure based on groundwater shifts has solved the problem that proposes in the background art.
In order to achieve the above object, the utility model provides a following technical scheme: a foundation treatment structure based on underground water displacement comprises foundation soil and a gravel soil cushion layer, wherein the gravel soil cushion layer is paved on the surface of the foundation soil, and water level observation mechanisms are inserted into two sides of the foundation soil;
the water level observation mechanism comprises a water level pipe, a connecting rod, a limiting block and a rod body, wherein the water level pipe is inserted into two sides of the surface of the foundation soil, the rod body is inserted into the top of the water level pipe, the limiting block is fixedly mounted on the outer wall of the water level pipe, and the two limiting blocks are connected through the connecting rod.
As a preferred embodiment of the utility model, the spacing ring is installed to the inner chamber of water level pipe, the both sides wall of spacing ring is all through fixed block and water level pipe inner wall fixed connection, the buoyancy ball has been put to the inner chamber downside of water level pipe, the body of rod run through the spacing ring and with buoyancy ball fixed connection.
As a preferred embodiment of the utility model, the outer wall cover of the body of rod is equipped with the lantern ring, the lantern ring passes through connecting rod and water level pipe outer wall fixed connection, the water level pipe upside is arranged in to the lantern ring.
As a preferred embodiment of the present invention, the outer wall of the rod body is fixedly provided with a scale bar.
As an embodiment of the present invention, the two ends of the connecting rod are fixedly connected with the insert, the outer wall of the stopper has been provided with a limiting groove, and the insert is inserted into the limiting groove.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the utility model discloses an utilize the buoyancy ball in the water level pipe, during the water level variation, the buoyancy ball can drive the body of rod and go up and down, can observe the water level variation through the scale strip on body of rod surface to make the more accurate of observation.
2. The utility model discloses a connecting rod stabilizes two sets of water level pipes to make stamping device when pressing the road surface, the stability of water pipe is high, thereby improves the precision of the intraductal water level of water level change.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
FIG. 1 is a schematic view of the overall structure of a foundation treatment structure based on groundwater displacement according to the present invention;
FIG. 2 is a schematic view of the structure of the inner cavity of the water pipe of the foundation treatment structure based on groundwater displacement according to the present invention;
FIG. 3 is a schematic view of a connecting rod structure of a foundation treatment structure based on groundwater displacement according to the present invention;
figure 4 is the utility model relates to a stopper structural diagram of ground treatment structure based on groundwater shifts.
In the figure: the soil-water separation device comprises 1 foundation soil, 2 gravel soil cushions, 3 water level pipes, 4 connecting rods, 5 limiting blocks, 6 rod bodies, 7 limiting rings, 8 fixing blocks, 9 buoyancy balls, 10 scale bars, 11 lantern rings, 12 connecting rods, 13 inserting blocks and 14 limiting grooves.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
In the description of the present invention, it should be noted that unless otherwise explicitly stated or limited, the terms "mounted," "connected" and "disposed" are to be construed broadly, and may for example be fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed. To the ordinary technical personnel in this field, can understand the specific meaning in the utility model of above-mentioned term with the concrete condition, the utility model provides an electrical apparatus's model is the reference only, can be through changing different models electrical apparatus that the function is the same according to the actual use condition.
Referring to fig. 1-4, the present invention provides a technical solution: a foundation treatment structure based on underground water displacement comprises foundation soil 1 and a gravel soil cushion layer 2, wherein the gravel soil cushion layer 2 is paved on the surface of the foundation soil 1, and water level observation mechanisms are inserted into two sides of the foundation soil 1;
the water level observation mechanism includes water level pipe 3, connecting rod 4, stopper 5 and the body of rod 6, the surface both sides of foundation soil 1 are all pegged graft and are had water level pipe 3, the top of water level pipe 3 is pegged graft and is had the body of rod 6, the outer wall fixed mounting of water level pipe 3 has stopper 5, connects through connecting rod 4 between two sets of stoppers 5, as shown in figure 1 in this embodiment, through utilizing the buoyancy ball in the water level pipe, during the water level variation, the buoyancy ball can drive the body of rod lift, can observe the water level variation through the scale bar on body of rod surface to make the more accurate of observation.
In this embodiment, referring to fig. 2, a limiting ring 7 is installed in an inner cavity of the water level pipe 3, two side walls of the limiting ring 7 are fixedly connected with an inner wall of the water level pipe 3 through a fixing block 8, a buoyancy ball 9 is disposed at a lower side of the inner cavity of the water level pipe 3, and the rod body 6 penetrates through the limiting ring 7 and is fixedly connected with the buoyancy ball 9.
In this embodiment, referring to fig. 2, the outer wall of the rod body 6 is sleeved with a lantern ring 11, the lantern ring 11 is fixedly connected with the outer wall of the water level pipe 3 through a connecting rod 12, and the lantern ring 11 is arranged on the upper side of the water level pipe 3 and has the function that the lantern ring 11 can correspond to the scales of the scale strips 10, so that observation and cleaning are achieved, and the precision is high.
Referring to fig. 2 in the present embodiment, a scale bar 10 is fixedly installed on an outer wall of the rod body 6, and the scale bar 10 can feed back a distance of a water level rising.
In this embodiment, referring to fig. 3 and 4, two ends of the connecting rod 4 are fixedly connected with inserting blocks 13, the outer wall of the limiting block 5 is provided with a limiting groove 14, and the inserting blocks 13 are inserted into the inner cavity of the limiting groove 14.
It should be noted that, the ground treatment structure based on groundwater shift of the present invention includes components that are all universal standard components or known by technicians in the field, the structure and principle of the structure are all known by technical manuals or known by conventional experimental methods, when a ground treatment structure based on groundwater shift is used, the punched pavement device works on the gravel soil cushion 2, then the water level under the ground soil changes, at the moment, the water level changes to drive the buoyancy ball 9 to move upwards, so as to make the rod body 6 ascend, then the scale bar 10 on the surface of the rod body 6 is compared with the scale corresponding to the lantern ring 11 with the initial scale, so as to obtain water level ascending data, when a certain value is reached, the work of the ground punching device is stopped, sufficient time dissipation is given to the ultra-pore water pressure, the device observes that the scale value changes accurately, connect two sets of water level pipe 3 simultaneously through connecting rod 4 for two sets of water level pipe 3 are firm, and connecting rod 4 utilizes the mode of pegging graft to connect through inserted block 13 and stopper 5's spacing groove 14 simultaneously, thereby makes easy dismounting swift, the device simple structure, the operation of being convenient for, the practicality is strong.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. The utility model provides a ground treatment structure based on groundwater shifts, includes foundation soil (1) and rubble bed course (2), its characterized in that: a gravel soil cushion layer (2) is laid on the surface of the foundation soil (1), and water level observation mechanisms are inserted into two sides of the foundation soil (1);
the water level observation mechanism comprises a water level pipe (3), a connecting rod (4), limit blocks (5) and a rod body (6), the water level pipe (3) is inserted into two sides of the surface of the foundation soil (1), the rod body (6) is inserted into the top of the water level pipe (3), the limit blocks (5) are fixedly installed on the outer wall of the water level pipe (3), and the two sets of limit blocks (5) are connected through the connecting rod (4).
2. A ground treatment structure based on groundwater displacement according to claim 1, wherein: spacing ring (7) are installed to the inner chamber of water level pipe (3), the both sides wall of spacing ring (7) is all through fixed block (8) and water level pipe (3) inner wall fixed connection, buoyancy ball (9) have been put to the inner chamber downside of water level pipe (3), the body of rod (6) run through spacing ring (7) and with buoyancy ball (9) fixed connection.
3. A ground treatment structure based on groundwater displacement according to claim 1, wherein: the outer wall cover of the body of rod (6) is equipped with lantern ring (11), lantern ring (11) pass through connecting rod (12) and water level pipe (3) outer wall fixed connection, water level pipe (3) upside is arranged in lantern ring (11).
4. A ground treatment structure based on groundwater displacement according to claim 1, wherein: and a scale bar (10) is fixedly arranged on the outer wall of the rod body (6).
5. A ground treatment structure based on groundwater displacement according to claim 1, wherein: the two ends of the connecting rod (4) are fixedly connected with inserting blocks (13), the outer wall of the limiting block (5) is provided with a limiting groove (14), and the inserting blocks (13) are inserted into the inner cavity of the limiting groove (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922197381.8U CN212223830U (en) | 2019-12-10 | 2019-12-10 | Foundation treatment structure based on groundwater shifts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922197381.8U CN212223830U (en) | 2019-12-10 | 2019-12-10 | Foundation treatment structure based on groundwater shifts |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212223830U true CN212223830U (en) | 2020-12-25 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922197381.8U Expired - Fee Related CN212223830U (en) | 2019-12-10 | 2019-12-10 | Foundation treatment structure based on groundwater shifts |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212223830U (en) |
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2019
- 2019-12-10 CN CN201922197381.8U patent/CN212223830U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220615 Address after: 564500 No. 038, Tuanjie group, Xintian village, Daba Town, Renhuai City, Zunyi City, Guizhou Province Patentee after: Cai Huiwei Address before: 510000 Dongyuan community, No.1 Shayuan South Street, Panyu District, Guangzhou City, Guangdong Province Patentee before: Wang Zidong |
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| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201225 |
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| CF01 | Termination of patent right due to non-payment of annual fee |