CN112779890A - A inclined wall irrigation canals and ditches cement that is used for preventing of soft soil to subside lays and uses equipment - Google Patents
A inclined wall irrigation canals and ditches cement that is used for preventing of soft soil to subside lays and uses equipment Download PDFInfo
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- CN112779890A CN112779890A CN202011609252.6A CN202011609252A CN112779890A CN 112779890 A CN112779890 A CN 112779890A CN 202011609252 A CN202011609252 A CN 202011609252A CN 112779890 A CN112779890 A CN 112779890A
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- wall
- template
- plate
- ditch
- guide
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/02—Making or lining canals
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- General Engineering & Computer Science (AREA)
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- Road Paving Structures (AREA)
Abstract
The invention discloses a device for laying inclined-wall ditch cement for preventing settlement of soft soil, which belongs to the technical field of cement laying devices and comprises a ditch and a template, wherein the outer walls of the left side and the right side of the top of the ditch are provided with grooves, the inner cavity of each groove is spliced with the template, the outer wall of the top of the template is provided with a settlement preventing device, the outer wall of the bottom of the settlement preventing device is attached to the outer wall of the top of the ditch, the settlement preventing device comprises a limiting plate arranged on the outer wall of the top of the template, the outer wall of the bottom of the limiting plate is attached to the outer wall of the top of the ditch, the limiting plate of the settlement preventing device is contacted with the soil surface of the top of the ditch, so that the template and the soil plane of the ditch have a larger transverse contact surface, a blocking effect is achieved, the probability of settlement of the template when the template is used, the use effect of the template is increased.
Description
Technical Field
The invention relates to the technical field of cement paving equipment, in particular to equipment for paving cement in an inclined-wall ditch for preventing settlement of soft soil.
Background
When laying cement in the irrigation canals and ditches, need use the template, the cement of laying on irrigation canals and ditches top both sides is stereotyped, however when the template is used on the soft soil of irrigation canals and ditches top, because of the template is generally direct vertical to be inserted in the soil at irrigation canals and ditches top, lead to template and soil not to have horizontal contact surface, cause the template atress after to remove in to soil easily, take place to subside, and soil is comparatively soft, the holding power that provides to the template is less, make the position of template take place to remove easily, the cement that leads to irrigation canals and ditches top both sides to lay is irregular, influence cement laying's quality, for this reason, we provide one kind and be used for the inclined wall irrigation canals and ditches.
Disclosure of Invention
The invention aims to provide a device for preventing settlement of soft soil for cement paving of a sloping-wall ditch, which solves the problems in the prior art.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides an inclined wall irrigation canals and ditches cement that is used for preventing of soft soil to subside lays and uses equipment, includes irrigation canals and ditches and template, the fluting has all been seted up to irrigation canals and ditches top left and right sides outer wall, and the fluting inner chamber is pegged graft and is had the template, template top outer wall is provided with prevents subsiding the device, prevent subsiding device bottom outer wall and laminating mutually with irrigation canals and ditches top outer wall, prevent subsiding the device including installing the limiting plate on template top outer wall, limiting plate bottom outer wall and irrigation.
Preferably, the limiting plate includes two sets of minute boards, and is two sets of divide one side top outer wall that the board is close to each other to articulate each other, and is two sets of divide one side bottom outer wall that the board is close to each other to pass through the buckle and connect, inboard divide board bottom outer wall fixed mounting to have a guide bar, the guiding hole has been seted up to template top outer wall, and the guide bar slides and inserts in the inner chamber of guide hole, and is two sets of divide one side central authorities outer wall that the board is close to each other to have all seted up the spacing groove, and two sets of spacing groove intercommunication, and outside spacing groove inner chamber slidable mounting has a piston board, piston board outer wall fixed mounting has the stay cord, the stay cord is kept away from the one end of piston board and is extended to the bottom outer wall of inboard minute board and with template top outer wall fixed connection, and inboard.
Preferably, the outside divide the board including dividing the board body, and divide the board body to keep away from one side outer wall of template and seted up the mounting groove, the sliding plug of mounting groove inner chamber has the board of laying, lay the perpendicular cross-section of board and mounting groove and be cavity form rectangle, lay the one end fixed mounting that the board kept away from divides the board body and have the movable plate, and divide board body top outer wall fixed mounting have the mount pad, the mount pad outer wall runs through to peg graft there is the screw rod, the screw has been seted up at the connection position of mount pad and screw rod, movable plate top outer wall fixed mounting has the connecting block, and the screw rod keeps away from the one end of mount pad and is.
Preferably, the inner side guide grooves are formed in the outer walls of the front side and the rear side of the bottom of the split plate, a guide block is inserted into an inner cavity of each guide groove in a sliding mode, a telescopic spring is fixedly mounted between each guide block and each guide groove, a pressing plate is slidably mounted at the bottom end of each guide block, the inner side push blocks are fixedly mounted on the outer wall of the center of the bottom of the split plate, the vertical cross sections of the push blocks are triangular, and the outer walls of the front side and the rear side of each push block are respectively attached to the outer wall of one.
Preferably, the pressing plate comprises a plate body which is in sliding connection with the outer wall of the bottom of the guide block, a fixing plate is slidably mounted on the outer wall of the bottom of the plate body, the outer wall of the bottom of the fixing plate is evenly provided with pointed blocks which are arranged in a rectangular array, and the outer wall of one side, far away from each other, of the two groups of plate bodies is provided with a baffle.
Preferably, the baffle is hinged to the outer wall of one side, close to each other, of the two sets of plate bodies through a rotating shaft, and the outer wall of one side, close to each other, of the baffle is hinged to the outer wall of one side, far away from each other, of the two sets of plate bodies, and a contraction spring is fixedly mounted between the outer wall of one side, close to each other, of the baffle.
Compared with the prior art, the invention has the beneficial effects that:
1. in the device, the limiting plate of the anti-settling device is in contact with the soil surface at the top of the ditch, so that the template and the soil surface of the ditch have a larger transverse contact surface, a blocking effect is achieved, the settling probability of the template when the template is used on soft soil is reduced, the condition that cement laying on two sides of the ditch is not uniform due to the change of the position of the template is avoided, and the using effect of the template is improved;
2. when the template is settled under the action of external force, the pull rope is pulled downwards to enable the piston plate to move inwards, and the sealed space formed by the two groups of limiting grooves makes the piston plate difficult in the process of sliding inwards, so that the probability of stopping the template from moving downwards independently is achieved, the probability of settlement of the template when the template is inserted in soil is reduced, and the use performance of the settlement prevention device is increased;
3. when the limiting plate receives external force and takes place to subside, the guide block can remove in to the inner chamber of guide way, makes the minute board can draw close to the clamp plate, makes the ejector pad insert between two sets of clamp plates, moves two sets of clamp plates to the outside, makes the horizontal area of inboard minute board further increase, plays the effect of a hindrance, restraines the process that the limiting plate moved down to guarantee the position stability of template, increase and prevent subsiding the performance of device.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic sectional view of the anti-settling device of the present invention;
FIG. 3 is a right side view of the structure of the present invention showing the connection between the sub-plate and the pressing plate;
FIG. 4 is an enlarged view of the structure at A of the present invention.
In the figure: 1. a trench; 2. a template; 3. an anti-settling device; 31. a limiting plate; 311. dividing the plates; 312. mounting grooves; 313. a mounting plate; 314. moving the plate; 315. a screw; 316. a mounting seat; 32. a piston plate; 33. pulling a rope; 331. a guide bar; 34. a guide wheel; 35. a guide groove; 36. pressing a plate; 361. a plate body; 362. a fixing plate; 363. a sharp block; 364. a baffle plate; 365. a retraction spring; 366. a rotating shaft; 37. a push block; 38. and a guide block.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The invention provides a technical scheme that: an anti-settling inclined wall ditch cement laying device for soft soil, please refer to fig. 1, comprising a ditch 1 and a template 2, wherein the template 2 is an auxiliary template used in laying cement, so that two sides of the top of the ditch 1 where the cement is laid form a specified shape;
referring to fig. 1, the outer walls of the left and right sides of the top of a ditch 1 are both provided with grooves, a template 2 is inserted into the inner cavity of the grooves, the outer wall of the top of the template 2 is provided with an anti-settling device 3, the outer wall of the bottom of the anti-settling device 3 is attached to the outer wall of the top of the ditch 1, the anti-settling device 3 comprises a limiting plate 31 arranged on the outer wall of the top of the template 2, the outer wall of the bottom of the limiting plate 31 is attached to the outer wall of the top of the ditch 1, the limiting plate 31 of the anti-settling device 3 is contacted with the soil surface of the top of the ditch 1, so that the template 2 and the soil surface of the ditch 1 have a larger transverse contact surface, a blocking effect is achieved, the probability of settlement of the template 2 is reduced, the position of the template 2 is not changed when the template 2, the cement flow losing the barrier is prevented from affecting the cement laying quality of the ditch 1, and the use effect of the template 2 is improved;
referring to fig. 1 and 2, the position-limiting plate 31 includes two component plates 311, the top outer walls of the two component plates 311 adjacent to each other are hinged to each other, the bottom outer walls of the two component plates 311 adjacent to each other are connected by a buckle, the buckle is disconnected, so that the two component plates 311 can be folded together, so that the space occupied by the anti-settling device 3 when not in use is reduced, the outer wall of the bottom of the inner component plate 311 is fixedly installed with a guide rod 331, the outer wall of the top of the formwork 2 is provided with a guide hole, the guide rod 331 is slidably inserted into the inner cavity of the guide hole, the central outer walls of the two component plates 311 adjacent to each other are both provided with limiting grooves, the two limiting grooves are communicated, the inner cavity of the outer limiting groove is slidably installed with a piston plate 32, the outer wall of the piston plate 32 is fixedly installed with a pull rope 33, one end of the pull rope 33 far from the piston, the guide wheels 34 are fixedly mounted on the inner walls of the bottoms of the inner side limiting grooves, the outer walls of the guide wheels 34 are attached to the outer walls of the pull ropes 33, when the template 2 is settled due to the action of external force, the pull ropes 33 are pulled downwards, the piston plates 32 move inwards, and the piston plates 32 are difficult to slide inwards due to a sealed space formed by the two groups of limiting grooves, so that the probability of stopping the template 2 from moving downwards independently is achieved, the probability of settlement of the template 2 inserted in soil is reduced, and the service performance of the settlement prevention device 3 is improved;
referring to fig. 2, the outer side sub-plate 311 includes a sub-plate body, a mounting groove 312 is formed in an outer wall of a side of the sub-plate body away from the form 2, a mounting plate 313 is slidably inserted into an inner cavity of the mounting groove 312, vertical cross sections of the mounting plate 313 and the mounting groove 312 are both hollow rectangles, a moving plate 314 is fixedly mounted at an end of the mounting plate 313 away from the sub-plate body, a mounting seat 316 is fixedly mounted on an outer wall of a top of the sub-plate body, a screw 315 is inserted through an outer wall of the mounting seat 316, a screw hole is formed at a connecting portion of the mounting seat 316 and the screw 315, a connecting block is fixedly mounted on an outer wall of a top of the moving plate 314, an end of the screw 315 away from the mounting seat 316 is rotatably connected with an outer wall of the connecting block, the screw 315 is rotated to move the sub-plate 313 to an outer side, the resistance effect improved by the limiting plate 31 is increased, so that the probability of sedimentation of the limiting plate 31 is reduced, and the probability of sedimentation of the template 2 is reduced;
referring to fig. 3, the outer walls of the front and rear sides of the bottom of the inner side plate 311 are respectively provided with a guide groove 35, the inner cavity of the guide groove 35 is slidably inserted with a guide block 38, a telescopic spring is fixedly installed between the guide block 38 and the guide groove 35, the bottom end of the guide block 38 is slidably installed with a press plate 36, the outer wall of the center of the bottom of the inner side plate 311 is fixedly installed with a push block 37, the vertical section of the push block 37 is triangular, and the outer walls of the front and rear sides of the push block 37 are respectively attached to the outer wall of one side of the two sets of press plates 36 which are close to each other, when the position-limiting plate 31 is settled by an external force, the guide block 38 moves into the inner cavity of the guide groove 35, so that the plate 311 approaches the press plate 36, the push block 37 is inserted between the two sets of press plates 36, the two sets of press plates 36 move outwards, the transverse area of the inner side plate, the service performance of the anti-settling device 3 is increased;
referring to fig. 3 and 4, the pressing plate 36 includes a plate body 361 slidably connected to the outer wall of the bottom of the guide block 38, a fixing plate 362 is slidably installed on the outer wall of the bottom of the plate body 361, a pointed block 363 is uniformly disposed on the outer wall of the bottom of the fixing plate 362, the pointed block 363 is fixedly installed at the bottom of the fixing plate 362 to fix the fixing plate 362 placed above the soil at the top of the ditch 1, when the pushing block 37 pushes the pressing plate 36 to move outwards, the fixing plate 362 does not move, and the plate body 361 moves outwards, so that the plate body 361 does not contact with the top surface of the soil when moving outwards, the frictional resistance when the plate body 361 moves is reduced, the use effect of the pressing plate 36 is ensured, the pointed blocks 363 are arranged in a rectangular array, the outer walls of the two sets of plate bodies 361 at the sides far away from each other are both provided with a baffle 364 to block the, the outer wall of one side that two sets of baffles 364 are close to each other is articulated with the outer wall of one side that two sets of plate 361 are far away from each other through pivot 366, all fixedly mounted with shrink spring 365 between the outer wall of one side that two sets of baffles 364 are close to each other and the outer wall of two sets of plate 361 tops.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. An equipment for the cement laying of inclined wall ditches for preventing the settlement of soft soil, comprising a ditch (1) and a template (2), characterized in that: the utility model discloses a ditch template, including ditch die (2), template (2), device (3) are prevented subsiding to ditch groove (1) top left and right sides outer wall, and the fluting inner chamber is pegged graft and is had template (2), template (2) top outer wall is provided with prevents subsiding device (3), prevent subsiding device (3) bottom outer wall and the laminating of ditch groove (1) top outer wall mutually, prevent subsiding device (3) including installing limiting plate (31) on template (2) top outer wall, limiting plate (31) bottom outer wall and the laminating of ditch groove (1) top outer wall mutually.
2. The apparatus for laying cement in a sloped-wall trench for preventing settlement of soft soil according to claim 1, wherein: the limiting plate (31) comprises two groups of dividing plates (311), the two groups of dividing plates (311) are hinged to each other at the top outer wall of one side close to each other, the two groups of dividing plates (311) are connected by a buckle at the bottom outer wall of one side close to each other, the inner side of the dividing plates (311) are fixedly provided with guide rods (331), the outer wall of the top of the template (2) is provided with guide holes, the guide rods (331) are inserted into the inner cavities of the guide holes in a sliding manner, the two groups of dividing plates (311) are both provided with limiting grooves at the central outer wall of one side close to each other, the two groups of limiting grooves are communicated, the inner cavities of the limiting grooves at the outer sides are provided with piston plates (32) in a sliding manner, the outer wall of the piston plates (32) is fixedly provided with pull ropes (33), one ends of the pull ropes (33), far away from the piston plates, and the inner wall of the bottom of the inner side limiting groove is fixedly provided with a guide wheel (34), and the outer wall of the guide wheel (34) is attached to the outer wall of the pull rope (33).
3. The apparatus for laying cement in a sloped-wall trench for soft soil, which prevents settlement, according to claim 2, wherein: the outer side divide board (311) including dividing the board body, and divide the board body to keep away from one side outer wall of template (2) and seted up mounting groove (312), sliding plug-in connection of mounting groove (312) inner chamber has lays board (313), lay the perpendicular cross-section of board (313) and mounting groove (312) and be cavity form rectangle, lay the one end fixed mounting that board (313) kept away from the branch board body and have movable plate (314), and divide board body top outer wall fixed mounting have mount pad (316), mount pad (316) outer wall runs through to peg graft and has screw rod (315), screw has been seted up with the position of being connected of screw rod (315) to mount pad (316), movable plate (314) top outer wall fixed mounting has the connecting block, and screw rod (315) keep away from the one end of mount pad (316) and connecting block outer wall rotation connection.
4. The apparatus for laying cement in a sloped-wall trench for soft soil, which prevents settlement, according to claim 2, wherein: it is inboard divide board (311) bottom front and back both sides outer wall to have all seted up guide way (35), guide way (35) inner chamber slides and pegs graft and has guide block (38), fixed mounting has expanding spring between guide block (38) and guide way (35), guide block (38) bottom slidable mounting has clamp plate (36), and is inboard divide board (311) bottom central authorities outer wall fixed mounting to have ejector pad (37), the perpendicular cross-section of ejector pad (37) is triangle-shaped, and both sides outer wall is laminated with one side outer wall that two sets of clamp plates (36) are close to each other respectively around ejector pad (37).
5. The apparatus for laying cement in a sloped-wall trench for soft soil, which prevents settlement, according to claim 4, wherein: the pressing plate (36) comprises a plate body (361) which is in sliding connection with the outer wall of the bottom of the guide block (38), a fixing plate (362) is installed on the outer wall of the bottom of the plate body (361) in a sliding mode, a sharp block (363) is evenly arranged on the outer wall of the bottom of the fixing plate (362), the sharp block (363) is arranged in a rectangular array mode, and a baffle (364) is arranged on the outer wall of one side, away from each other, of the two groups of plate bodies (361).
6. The apparatus for laying cement in a sloped-wall trench for soft soil, which prevents settlement, according to claim 5, wherein: two sets of baffle (364) one side outer wall that is close to each other and one side outer wall that two sets of plate bodies (361) kept away from each other are articulated through pivot (366), and two sets of all fixed mounting has shrink spring (365) between the one side outer wall that baffle (364) are close to each other and two sets of plate body (361) top outer wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011609252.6A CN112779890A (en) | 2020-12-30 | 2020-12-30 | A inclined wall irrigation canals and ditches cement that is used for preventing of soft soil to subside lays and uses equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011609252.6A CN112779890A (en) | 2020-12-30 | 2020-12-30 | A inclined wall irrigation canals and ditches cement that is used for preventing of soft soil to subside lays and uses equipment |
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| Publication Number | Publication Date |
|---|---|
| CN112779890A true CN112779890A (en) | 2021-05-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011609252.6A Pending CN112779890A (en) | 2020-12-30 | 2020-12-30 | A inclined wall irrigation canals and ditches cement that is used for preventing of soft soil to subside lays and uses equipment |
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| CN (1) | CN112779890A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4557633A (en) * | 1983-08-01 | 1985-12-10 | Dyck John W | Portable form for lining irrigation ditches |
| CA1243496A (en) * | 1985-09-24 | 1988-10-25 | John W. Dyck | Portable form for lining irrigation ditches |
| US5326190A (en) * | 1992-10-16 | 1994-07-05 | Construction Casting Company | Method and apparatus for stabilizing a trench form during construction |
| CN206583443U (en) * | 2017-03-13 | 2017-10-24 | 唐明 | A kind of highway subgrade settlement observer |
| CN209779560U (en) * | 2019-03-04 | 2019-12-13 | 李磊 | Steel formwork for irrigation and water conservancy concrete channel |
| CN210562233U (en) * | 2019-07-30 | 2020-05-19 | 瑞洲建设集团有限公司 | Drainage ditch around foundation pit |
-
2020
- 2020-12-30 CN CN202011609252.6A patent/CN112779890A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4557633A (en) * | 1983-08-01 | 1985-12-10 | Dyck John W | Portable form for lining irrigation ditches |
| CA1243496A (en) * | 1985-09-24 | 1988-10-25 | John W. Dyck | Portable form for lining irrigation ditches |
| US5326190A (en) * | 1992-10-16 | 1994-07-05 | Construction Casting Company | Method and apparatus for stabilizing a trench form during construction |
| CN206583443U (en) * | 2017-03-13 | 2017-10-24 | 唐明 | A kind of highway subgrade settlement observer |
| CN209779560U (en) * | 2019-03-04 | 2019-12-13 | 李磊 | Steel formwork for irrigation and water conservancy concrete channel |
| CN210562233U (en) * | 2019-07-30 | 2020-05-19 | 瑞洲建设集团有限公司 | Drainage ditch around foundation pit |
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Application publication date: 20210511 |
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