CN220875023U - Saline and alkaline land drainage salt drainage buried pipe laying structure - Google Patents
Saline and alkaline land drainage salt drainage buried pipe laying structure Download PDFInfo
- Publication number
- CN220875023U CN220875023U CN202322716644.8U CN202322716644U CN220875023U CN 220875023 U CN220875023 U CN 220875023U CN 202322716644 U CN202322716644 U CN 202322716644U CN 220875023 U CN220875023 U CN 220875023U
- Authority
- CN
- China
- Prior art keywords
- ring
- semi
- saline
- fixedly connected
- drainage
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 150000003839 salts Chemical class 0.000 title claims abstract description 34
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 title claims description 6
- 239000011780 sodium chloride Substances 0.000 title claims description 6
- 239000002689 soil Substances 0.000 claims abstract description 27
- 239000003513 alkali Substances 0.000 claims abstract description 25
- 230000007246 mechanism Effects 0.000 claims abstract description 24
- 239000002585 base Substances 0.000 claims abstract description 12
- 230000000087 stabilizing effect Effects 0.000 claims abstract description 11
- 238000007599 discharging Methods 0.000 abstract 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 238000000034 method Methods 0.000 description 6
- 230000001105 regulatory effect Effects 0.000 description 4
- 210000001503 joint Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001223 reverse osmosis Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model provides a saline-alkali soil drainage salt drainage hidden pipe laying structure which comprises a base, wherein the top of the base is fixedly connected with a lower clamping seat, the inner cavity of the lower clamping seat is provided with a supporting column, the top of the supporting column is provided with an upper clamping seat, the outer side of the upper clamping seat is provided with a stabilizing mechanism, the top of the upper clamping seat is fixedly connected with a lower clamping semi-ring, the top of the lower clamping semi-ring is provided with an upper clamping semi-ring, the outer side of the lower clamping semi-ring is provided with a fixing mechanism, and the inner cavities of the lower clamping semi-ring and the upper clamping semi-ring are both provided with limiting mechanisms, and the stabilizing mechanism comprises a connecting plate. The saline-alkali soil drainage salt-discharging hidden pipe laying structure provided by the utility model solves the problem that the subsequent use stability of the hidden pipe is easily affected due to poor structural stability of the existing saline-alkali soil drainage salt-discharging hidden pipe laying structure.
Description
Technical Field
The utility model relates to the technical field of concealed pipe laying auxiliary devices, in particular to a saline-alkali soil drainage salt drainage concealed pipe laying structure.
Background
Saline-alkali soil is more difficult to plant due to the special soil, the water and salt balance on the saline-alkali soil is ensured by paving the water and salt drainage pipe of the saline-alkali soil, the water and salt drainage pipe is difficult to carry out in the paving process, particularly the water and salt drainage pipe needs to be assisted by a paving structure, the water and salt drainage pipe for the saline-alkali soil is mainly divided into two types, one type is used for directly guiding water and salt which are deeply buried underground of the soil for planting, the other type is used for guiding the salt and water which flow into a ditch, the other type is used for guiding the bottom of the ditch, and the purpose of the water and salt drainage pipe is to prevent the condition that the growth of crops is influenced by secondary reverse osmosis formed by water vapor or salt which is formed by sunlight from occurring.
The bulletin number is: the patent document of CN219242837U discloses a saline-alkali soil drainage salt drainage buried pipe laying structure, and relates to a method for fixing a blocky base at the bottom of a ditch, plugging a support column into a second joint sleeve, sleeving a first joint sleeve at the upper end of the support column, and thus completing the assembly of the laying structure, and being convenient and quick to install.
The device is matched with the support column, the second connecting sleeve and the first connecting sleeve, so that the aim of conveniently paving an auxiliary support is fulfilled, but the support column, the second connecting sleeve and the first connecting sleeve are only fixed in a clamping manner, the stability is poor, the stability of a subsequent concealed pipe in the use process can be possibly affected, and therefore, the technical problem is solved by the saline-alkali soil drainage and salt drainage concealed pipe paving structure with a stable and reliable structure.
Disclosure of utility model
In order to solve the technical problems, the utility model provides a saline-alkali soil drainage salt drainage hidden pipe laying structure with stable and reliable structure.
The utility model provides a saline-alkali soil drainage salt drainage hidden pipe laying structure which comprises a base, wherein the top of the base is fixedly connected with a lower clamping seat, the inner cavity of the lower clamping seat is provided with a supporting column, the top of the supporting column is provided with an upper clamping seat, the outer side of the upper clamping seat is provided with a stabilizing mechanism, the top of the upper clamping seat is fixedly connected with a lower clamping half ring, the top of the lower clamping half ring is provided with an upper clamping half ring, the outer side of the lower clamping half ring is provided with a fixing mechanism, and the inner cavities of the lower clamping half ring and the upper clamping half ring are both provided with limiting mechanisms.
As the utility model provides a saline-alkali soil drainage salt drainage hidden pipe laying structure, preferably, the stabilizing mechanism comprises a connecting plate, the two sides of the upper clamping seat are fixedly connected with the connecting plate, the bottom of the connecting plate is fixedly connected with a limiting rod, the outer side of the limiting rod is respectively and slidably connected with a first limiting plate and a second limiting plate, one side of the first limiting plate is fixedly connected with one side of a supporting column, and one side of the second limiting plate is fixedly connected with one side of the lower clamping seat.
As the utility model provides a saline-alkali soil drainage salt drainage hidden pipe laying structure, preferably, the fixing mechanism comprises a fixing plate, both sides of the lower clamping half ring are fixedly connected with the fixing plate, the inner cavity of the fixing plate is provided with a fixing bolt, and the outer side of the fixing bolt is in threaded connection with a fixing nut.
As the utility model provides a saline-alkali soil drainage salt drainage hidden pipe laying structure, preferably, the limiting mechanism comprises an adjusting rod, the inner cavities of the lower clamping semi-ring and the upper clamping semi-ring are respectively connected with the adjusting rod in a threaded manner, one end of the adjusting rod is in rotary fit with an adjusting plate, and one side of the adjusting plate is provided with a rubber pad.
As the utility model provides a saline-alkali soil drainage salt drainage hidden pipe laying structure, preferably, the limiting mechanism further comprises an auxiliary rod, the inner cavities of the lower clamping semi-ring and the upper clamping semi-ring are both connected with the auxiliary rod in a sliding manner, one end of the auxiliary rod is fixedly connected with one side of the adjusting plate, and scale marks are arranged on the outer side of the auxiliary rod.
As the utility model provides a saline-alkali soil drainage and salt drainage hidden pipe laying structure, preferably, the top of the lower clamping seat is fixedly connected with a guide block, and one side of the guide block is in sliding connection with one side of a support column.
Compared with the prior art, the utility model has the beneficial effects that:
This saline and alkaline land drainage salt drainage hidden pipe laying structure inserts in the recess at lower grip slipper top at the support column, when passing through bottom recess card at the support column top with last grip slipper, the gag lever post of connecting plate bottom can run through first limiting plate and second limiting plate in proper order, through gag lever post cooperation first limiting plate and second limiting plate, the stability of connection between support column, lower grip slipper and the last grip slipper has been improved, thereby the stability of hidden pipe has been improved, current saline and alkaline land drainage salt drainage hidden pipe laying structure has been solved, because of self structural stability is relatively poor, lead to influencing the problem of the stability of use follow-up of hidden pipe easily.
Drawings
FIG. 1 is a schematic structural view of a preferred embodiment of a saline-alkali soil drainage and salt drainage buried pipe laying structure provided by the utility model;
FIG. 2 is a schematic structural view of a stabilizing mechanism according to the present utility model;
FIG. 3 is a side cross-sectional view of a partial structure of the upper clamp half ring of the present utility model;
Fig. 4 is an enlarged schematic view of the structure at a of the present utility model.
Reference numerals in the drawings: 1. a base; 2. a lower clamping seat; 3. a support column; 4. an upper clamping seat; 5. a stabilizing mechanism; 501. a connecting plate; 502. a limit rod; 503. a first limiting plate; 504. a second limiting plate; 6. a lower clamp half ring; 7. an upper clamping half ring; 8. a fixing mechanism; 801. a fixing plate; 802. a fixing bolt; 803. a fixing nut; 9. a limiting mechanism; 901. an adjusting rod; 902. an adjusting plate; 903. a rubber pad; 904. an auxiliary lever; 905. scale marks; 10. and a guide block.
Detailed Description
The utility model will be further described with reference to the drawings and embodiments.
Referring to fig. 1, fig. 2, fig. 3 and fig. 4 in combination, fig. 1 is a schematic structural diagram of a preferred embodiment of a drainage salt drainage hidden pipe laying structure for a saline-alkali soil according to the present utility model; FIG. 2 is a schematic structural view of a stabilizing mechanism according to the present utility model; FIG. 3 is a side cross-sectional view of a partial structure of the upper clamp half ring of the present utility model; fig. 4 is an enlarged schematic view of the structure at a of the present utility model. The utility model provides a saline and alkaline land drainage salt drainage hidden pipe laying structure, including base 1, base 1 top fixedly connected with down grip slipper 2, the inner chamber of grip slipper 2 is provided with support column 3 down, the top of support column 3 is provided with grip slipper 4, the outside of going up grip slipper 4 is provided with stabilizing mean 5, the top fixedly connected with of going up grip slipper 4 is down centre gripping semi-ring 6, the top of centre gripping semi-ring 6 is provided with centre gripping semi-ring 7 down, the outside of centre gripping semi-ring 6 is provided with fixed establishment 8 down, the inner chamber of centre gripping semi-ring 6 and last centre gripping semi-ring 7 all is provided with stop gear 9 down.
It should be noted that: clamping grooves matched with the support columns 3 are formed in the top of the lower clamping seat 2 and the bottom of the upper clamping seat 4, and the upper clamping semi-ring 7 and the lower clamping semi-ring 6 are in running fit through hinge parts.
In a specific implementation process, as shown in fig. 1 and 2, the stabilizing mechanism 5 comprises a connecting plate 501, two sides of an upper clamping seat 4 are fixedly connected with the connecting plate 501, the bottom of the connecting plate 501 is fixedly connected with a limiting rod 502, the outer side of the limiting rod 502 is respectively and slidably connected with a first limiting plate 503 and a second limiting plate 504, one side of the first limiting plate 503 is fixedly connected with one side of a supporting column 3, and one side of the second limiting plate 504 is fixedly connected with one side of a lower clamping seat 2;
The top of the lower clamping seat 2 is fixedly connected with a guide block 10, and one side of the guide block 10 is in sliding connection with one side of the support column 3.
It should be noted that: in the recess at support column 3 inserts lower grip slipper 2 top, when going up grip slipper 4 and blocking at support column 3 top through the bottom recess, gag lever post 502 of connecting plate 501 bottom can run through first limiting plate 503 and second limiting plate 504 in proper order, cooperates first limiting plate 503 and second limiting plate 504 through gag lever post 502, has improved the connection stability between support column 3, lower grip slipper 2 and the last grip slipper 4 to improved the stability of buried pipe, through setting up guide block 10, can improve the stability of support column 3.
As shown in fig. 1, 3 and 4, the fixing mechanism 8 comprises a fixing plate 801, both sides of the lower clamping half ring 6 are fixedly connected with the fixing plate 801, a fixing bolt 802 is arranged in an inner cavity of the fixing plate 801, and a fixing nut 803 is connected with the outer side of the fixing bolt 802 in a threaded manner;
the limiting mechanism 9 comprises an adjusting rod 901, the inner cavities of the lower clamping semi-ring 6 and the upper clamping semi-ring 7 are respectively connected with the adjusting rod 901 in a threaded mode, one end of the adjusting rod 901 is in rotary fit with an adjusting plate 902, and one side of the adjusting plate 902 is provided with a rubber gasket 903;
The limiting mechanism 9 further comprises an auxiliary rod 904, the inner cavities of the lower clamping semi-ring 6 and the upper clamping semi-ring 7 are both connected with the auxiliary rod 904 in a sliding mode, one end of the auxiliary rod 904 is fixedly connected with one side of the adjusting plate 902, and graduation marks 905 are arranged on the outer side of the auxiliary rod 904.
It should be noted that: the concealed pipe is moved into the bottom of the lower clamping semi-ring 6, then the upper clamping semi-ring 7 is rotated to form a ring shape, then the fixing bolts 802 are used for observing the fixing plate 801 and the upper clamping semi-ring 7, the fixing nuts 803 are twisted tightly, the lower clamping semi-ring 6 and the upper clamping semi-ring 7 are fixed together, then a user can rotate the adjusting rod 901 according to the specifications of the concealed pipe, the adjusting rod 901 drives the adjusting plate 902 to move to a proper position to limit the concealed pipe, the fixing of the concealed pipe is completed, the stability of the concealed pipe is improved, in addition, when the adjusting plate 902 moves, the auxiliary rod 904 is driven to move together, the outer side of the auxiliary rod 904 is provided with the scale marks 905, the user can judge the moving distance of the adjusting plate 902 through the scale marks 905, so that the moving distance of the four adjusting plates 902 is unified, the concealed pipe is fixed at the centers of the upper clamping semi-ring 7 and the lower clamping semi-ring 6 conveniently, and the concealed pipe is prevented from being deviated, and the butt joint work of a plurality of concealed pipes is influenced.
The utility model provides a working principle of a saline-alkali soil drainage and salt drainage buried pipe laying structure, which comprises the following steps:
When the device is used, firstly, a plurality of bases 1 are arranged at the bottom of a ditch, the distance between the bases 1 can be adjusted according to the actual demands of a user, then a support column 3 is inserted into a groove at the top of a lower clamping seat 2, an upper clamping seat 4 is clamped at the top of the support column 3 through the bottom groove, in the process of clamping the upper clamping seat 4 at the top of the support column 3, a limiting rod 502 at the bottom of a connecting plate 501 can sequentially penetrate through a first limiting plate 503 and a second limiting plate 504, the limiting rod 502 is matched with the first limiting plate 503 and the second limiting plate 504, the connection stability among the support column 3, the lower clamping seat 2 and the upper clamping seat 4 is improved, the stability of a concealed pipe is improved, then the concealed pipe is moved into the bottom of a lower clamping half ring 6, and then an upper clamping half ring 7 is rotated, so that the two form a ring shape, then observe fixed plate 801 and last centre gripping semi-ring 7 with gim peg 802, twist up fixation nut 803, fix lower centre gripping semi-ring 6 and last centre gripping semi-ring 7 together, then the user can be according to the pipe specification, rotate regulation pole 901, make regulation pole 901 drive regulating plate 902 remove to suitable position, carry out spacing to the pipe, accomplish the fixing to the pipe, improve the stability of pipe, and when regulating plate 902 removes, can drive auxiliary rod 904 and remove together, the outside of auxiliary rod 904 have scale mark 905, the user can judge the travel distance of regulating plate 902 through scale mark 905, thereby be convenient for unify the travel distance of four regulating plates 902, be convenient for fix the pipe in the center department of last centre gripping semi-ring 7 and lower centre gripping semi-ring 6, avoid the pipe to take place the skew, influence the butt joint work of a plurality of pipes.
The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.
Claims (6)
1. The utility model provides a saline and alkaline land drainage salt drainage hidden pipe laying structure, its characterized in that, including base (1), base (1) top fixedly connected with lower grip slipper (2), the inner chamber of lower grip slipper (2) is provided with support column (3), the top of support column (3) is provided with grip slipper (4), the outside of going up grip slipper (4) is provided with stabilizing mean (5), the top fixedly connected with of going up grip slipper (4) is down centre gripping semi-ring (6), the top of centre gripping semi-ring (6) is provided with centre gripping semi-ring (7) down, the outside of centre gripping semi-ring (6) is provided with fixed establishment (8) down, the inner chamber of centre gripping semi-ring (6) and last centre gripping semi-ring (7) all is provided with stop gear (9).
2. The saline-alkali soil drainage salt drainage hidden pipe laying structure according to claim 1, wherein the stabilizing mechanism (5) comprises a connecting plate (501), two sides of the upper clamping seat (4) are fixedly connected with the connecting plate (501), the bottom of the connecting plate (501) is fixedly connected with a limiting rod (502), the outer side of the limiting rod (502) is respectively and slidably connected with a first limiting plate (503) and a second limiting plate (504), one side of the first limiting plate (503) is fixedly connected with one side of the supporting column (3), and one side of the second limiting plate (504) is fixedly connected with one side of the lower clamping seat (2).
3. The saline-alkali soil drainage salt drainage hidden pipe laying structure according to claim 1, wherein the fixing mechanism (8) comprises a fixing plate (801), both sides of the lower clamping half ring (6) are fixedly connected with the fixing plate (801), an inner cavity of the fixing plate (801) is provided with a fixing bolt (802), and an outer side thread of the fixing bolt (802) is connected with a fixing nut (803).
4. The saline-alkali soil drainage salt drainage hidden pipe laying structure according to claim 1, wherein the limiting mechanism (9) comprises an adjusting rod (901), inner cavities of the lower clamping semi-ring (6) and the upper clamping semi-ring (7) are connected with the adjusting rod (901) in a threaded mode, one end of the adjusting rod (901) is rotatably matched with an adjusting plate (902), and one side of the adjusting plate (902) is provided with a rubber pad (903).
5. The saline-alkali soil drainage salt drainage hidden pipe laying structure according to claim 4, wherein the limiting mechanism (9) further comprises an auxiliary rod (904), the inner cavities of the lower clamping semi-ring (6) and the upper clamping semi-ring (7) are both connected with the auxiliary rod (904) in a sliding mode, one end of the auxiliary rod (904) is fixedly connected with one side of the adjusting plate (902), and graduation marks (905) are arranged on the outer side of the auxiliary rod (904).
6. The saline-alkali soil drainage salt drainage hidden pipe laying structure according to claim 1, wherein a guide block (10) is fixedly connected to the top of the lower clamping seat (2), and one side of the guide block (10) is slidably connected with one side of the support column (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322716644.8U CN220875023U (en) | 2023-10-10 | 2023-10-10 | Saline and alkaline land drainage salt drainage buried pipe laying structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322716644.8U CN220875023U (en) | 2023-10-10 | 2023-10-10 | Saline and alkaline land drainage salt drainage buried pipe laying structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220875023U true CN220875023U (en) | 2024-05-03 |
Family
ID=90873108
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322716644.8U Active CN220875023U (en) | 2023-10-10 | 2023-10-10 | Saline and alkaline land drainage salt drainage buried pipe laying structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220875023U (en) |
-
2023
- 2023-10-10 CN CN202322716644.8U patent/CN220875023U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN220875023U (en) | Saline and alkaline land drainage salt drainage buried pipe laying structure | |
| CN213267834U (en) | Steel pipe pile foundation reinforcing structure | |
| CN111101512A (en) | Novel tubular pile mechanical connecting piece | |
| CN212643722U (en) | Novel municipal pipeline lays fixedly device | |
| CN212427092U (en) | Ground anchor of assembled steel construction elevator | |
| CN210507831U (en) | Improved steel structure prefabricated house | |
| CN113289817A (en) | Fixing device for water-saving irrigation spray nozzle | |
| CN105181382B (en) | A kind of embedded device for water logging Soil Under Conditions solution sampler | |
| CN219159699U (en) | Supporting device for pipeline laying for hydraulic engineering | |
| CN215012281U (en) | A irrigation equipment for farming | |
| CN214992743U (en) | Accurate positioning device for changing anchor | |
| CN221313141U (en) | Pipeline welding supporting device for water supply and drainage engineering | |
| CN215173643U (en) | Land surveying instrument for special terrain | |
| CN216715410U (en) | Auxiliary laying device convenient for sewage pipeline construction | |
| CN219866634U (en) | Buttress structure for pipeline laying | |
| CN216865152U (en) | PCMW worker method stake tubular pile positioner is strutted to super large deep basal pit | |
| CN219177371U (en) | RTK measuring apparatu is handheld fixed docking mechanism | |
| CN218921074U (en) | Vegetation bank protection soil and water conservation device | |
| CN212993482U (en) | Tree cultivation frame for landscaping engineering | |
| CN218667516U (en) | Ground anchor device for grape trellis | |
| CN212338776U (en) | Exploration device for hydrogeology | |
| CN220286630U (en) | Pipeline supporting device for hydraulic engineering | |
| CN220960099U (en) | Engineering survey's stake | |
| CN221030198U (en) | Geotechnical engineering supporting equipment | |
| CN212772439U (en) | Assembled pile foundation connection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |