CN211446816U - Dykes and dams reinforcing apparatus - Google Patents
Dykes and dams reinforcing apparatus Download PDFInfo
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- CN211446816U CN211446816U CN201922382678.1U CN201922382678U CN211446816U CN 211446816 U CN211446816 U CN 211446816U CN 201922382678 U CN201922382678 U CN 201922382678U CN 211446816 U CN211446816 U CN 211446816U
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Abstract
The utility model relates to the technical field of dam reinforcement equipment, in particular to a dam reinforcement device, which comprises a cement seat and connecting rods, wherein the lower ends of the four connecting rods are respectively hinged at four corners of the upper end of the cement seat, the dam reinforcement device also comprises a stabilizing mechanism, a clamping mechanism, an anticorrosive plate, a main tensioning mechanism and an auxiliary tensioning mechanism, the upper ends of the four connecting rods are all hinged at the rear side of the stabilizing mechanism, the clamping mechanism is rotatably connected at the front end of the stabilizing mechanism, the anticorrosive plate is fixedly connected on the clamping mechanism, the two ends of the main tensioning mechanism are respectively rotatably connected on the stabilizing mechanism and the clamping mechanism, the two ends of the auxiliary tensioning mechanism are respectively rotatably connected at the lower sides of the stabilizing mechanism and the clamping mechanism, the firmness of the dam is improved, the device does not need electric control driving, does not need to be configured with a power supply, the difficulty of the maintenance work of the device is reduced.
Description
Technical Field
The utility model relates to a dykes and dams reinforcement equipment technical field, more specifically the reinforcing apparatus of dykes and dams that says so.
Background
Dykes and dams are the general term for dikes and dams, also broadly referring to water-resistant and water-retaining buildings and structures to prevent water damage, and modern dams are mainly of two types: earth and rockfill dams and concrete dams. The earth-rock dam is a wide dam built by earth or rock, because the bottom bears much more water pressure than the top, the bottom is wider than the top, the earth-rock dam is built by crossing a large river, the earth-rock dam is made of common and cheap materials, because the materials are loose, the earth-rock dam can bear the shaking of the foundation, but water can slowly permeate into the dam to reduce the firmness degree of the dam, the existing earth-rock dam needs to be reinforced by a dam reinforcing device to keep the function of the dam, but the reinforcing effect of the existing dam reinforcing device is general, the anti-corrosion and anti-impact effects are general, most of the dam reinforcing device needs to be driven by electric control, and the dam reinforcing device is not suitable for field assembly, and the maintenance work is very complicated.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a dykes and dams reinforcing apparatus, this dykes and dams reinforcing apparatus have improved reinforcing apparatus's reinforcing effect for traditional dykes and dams reinforcing apparatus, improve the firm intensity of dykes and dams to the anticorrosion of device and the ability of protecting against shock have been improved, and the device need not automatically controlled drive, so need not dispose the power, be applicable to field usage more, save device's manufacturing cost reduces the degree of difficulty that the device maintained work simultaneously.
The purpose of the utility model is realized through the following technical scheme:
as a further optimization of this technical scheme, the utility model relates to a dykes and dams reinforcing apparatus, including cement seat and connecting rod, the connecting rod is provided with four, and the lower extreme of four connecting rods articulates respectively in the four corners department of cement seat upper end, and this dykes and dams reinforcing apparatus still includes stabilizing mean, clamping mechanism, anticorrosive board, main straining device and vice straining device, the equal fixed connection in the rear side of stabilizing mean in upper end of four connecting rods, clamping mechanism rotates the front end of connecting at stabilizing mean, anticorrosive board fixed connection is on clamping mechanism, main straining device's both ends are rotated respectively and are connected on stabilizing mean and clamping mechanism, vice straining device's both ends are rotated respectively and are connected the downside at stabilizing mean and clamping mechanism.
As this technical scheme's further optimization, the utility model relates to a dykes and dams reinforcing apparatus, the cement seat includes cement box, fixed plate and link I, fixed plate fixed connection is in the upper end of cement box, link I is provided with four, four links I respectively fixed connection in the four corners department of fixed plate upper end, the lower extreme of connecting rod articulates respectively on four links I.
As this technical scheme's further optimization, the utility model relates to a dykes and dams reinforcing apparatus, firm mechanism is including fixed pipe, link II, firm pole, rotation hole I and rotating turret I, link II is provided with two, and two link II difference fixed connection are at the middle part and the rear end of fixed pipe downside, the upper end of four connecting rods articulates both ends about two link II respectively, firm pole fixed connection is at the front end in the fixed pipe, the front portion of firm pole is provided with rotates hole I, I fixed connection of rotating turret is at the downside of firm pole front end, clamping mechanism rotates the front end of connecting at firm pole, the rear end of main straining mechanism rotates to be connected in rotating hole I, the rear end of vice straining mechanism rotates to be connected on rotating turret I. As this technical scheme's further optimization, the utility model relates to a dykes and dams reinforcing apparatus, clamping mechanism includes application of force pole, rotation hole II, rotating turret II, V type frame and connecting plate, the rear end of application of force pole is rotated and is connected on firm pole, the rear side of application of force pole is provided with rotation hole II, the rear end downside of application of force pole is provided with rotating turret II, V type frame is provided with threely, the most advanced equidistance fixed connection of three V type frame is at the lower extreme of application of force pole, the connecting plate is provided with six, and six connecting plates are fixed connection respectively and divide foot department at two of three V type frame, two connecting plates all with anticorrosive board fixed connection, the front end of main straining device rotates and connects in rotation hole II, the front end of vice straining device rotates and connects on rotating turret II.
As this technical scheme's further optimization, the utility model relates to a dykes and dams reinforcing apparatus, main straining device includes dwang I, dwang II, flexible pipe I and spring I, dwang I rotates to be connected in rotating hole I, dwang II rotates to be connected in rotating hole II, flexible pipe I is provided with two, and two flexible pipe I's both ends are fixed connection respectively at the both ends of dwang I and dwang II, spring I is provided with two, and two spring I difference fixed connection are in two flexible pipe I.
As this technical scheme's further optimization, the utility model relates to a dykes and dams reinforcing apparatus, vice straining device includes flexible pipe II, axis of rotation and spring II, the axis of rotation is provided with two, and two axis of rotation fixed connection are at the both ends of flexible pipe II respectively, II fixed connection of spring are in flexible pipe II, two axis of rotation rotate respectively and connect on rotating turret I and rotating turret II.
The utility model relates to a dykes and dams reinforcing apparatus's beneficial effect does: can exert torsion for clamping mechanism through main straining device and vice straining device, clamping mechanism tightly attaches the anticorrosive board to dykes and dams, can consolidate dykes and dams through three V type frame, and can protect dykes and dams to avoid the erosion and the impact of rivers through the anticorrosive board, can also reduce the loose degree of dykes and dams, improve the firmness of dykes and dams, and the device need not automatically controlled drive, so need not dispose the power, be applicable to field usage more, save device's manufacturing cost simultaneously, reduce the degree of difficulty of device maintenance work.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Fig. 1 is a schematic view of the overall structure of a dam reinforcing apparatus according to the present invention;
FIG. 2 is a schematic structural view of a cement seat of the present invention;
FIG. 3 is a schematic structural view of the fixing tube of the present invention;
FIG. 4 is a schematic view of the structure of the stabilizing rod of the present invention;
fig. 5 is a schematic structural view of the clamping mechanism of the present invention;
FIG. 6 is a schematic structural view of the main tensioning mechanism of the present invention;
FIG. 7 is a schematic structural view of the auxiliary tension mechanism of the present invention;
in the figure: a cement base 1; 1-1 of a cement box; a fixing plate 1-2; 1-3 of a connecting frame; a connecting rod 2; a stabilizing mechanism 3; a fixed tube 3-1; a connecting frame II 3-2; 3-3 of a stabilizing rod; rotating holes I3-4; 3-5 of a rotating frame; a clamping mechanism 4; 4-1 of a force application rod; a rotating hole II 4-2; 4-3 of a rotating frame; 4-4 of a V-shaped frame; 4-5 of a connecting plate; an anticorrosive plate 5; a main tensioning mechanism 6; rotating the rod I6-1; rotating the rod II 6-2; 6-3 of a telescopic pipe; 6-4 parts of a spring; an auxiliary tensioning mechanism 7; a telescopic pipe II 7-1; a rotating shaft 7-2; and a spring II 7-3.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The first embodiment is as follows:
this embodiment is described below with reference to fig. 1 to 7, and a dam reinforcement device includes cement base 1 and connecting rod 2, connecting rod 2 is provided with four, and the lower extreme of four connecting rods 2 articulates respectively in the four corners department of cement base 1 upper end, and this dam reinforcement device still includes stabilizing mean 3, clamping mechanism 4, anticorrosive board 5, main straining device 6 and vice straining device 7, the upper end of four connecting rods 2 all articulates the rear side at stabilizing mean 3, clamping mechanism 4 rotates the front end of connecting at stabilizing mean 3, anticorrosive board 5 fixed connection is on clamping mechanism 4, the both ends of main straining device 6 rotate respectively and connect on stabilizing mean 3 and clamping mechanism 4, the both ends of vice straining device 7 rotate respectively and connect the downside at stabilizing mean 3 and clamping mechanism 4.
The second embodiment is as follows:
the embodiment is described below with reference to fig. 1 to 7, and the embodiment further describes the first embodiment, the cement base 1 includes a cement box 1-1, a fixing plate 1-2 and connecting frames i 1-3, the fixing plate 1-2 is defined to be connected to the upper end of the cement box 1-1, four connecting frames i 1-3 are provided, four connecting frames i 1-3 are respectively fixedly connected to four corners of the upper end of the fixing plate 1-2, and the lower end of the connecting rod 2 is respectively hinged to the four connecting frames i 1-3.
Before use, the prepared cement is poured into the cement box 1-1, then the fixing plate 1-2 is fixed on the cement box 1-1, and then the cement box 1-1 is buried near the dam.
The third concrete implementation mode:
the embodiment will be described with reference to fig. 1-7, and the embodiment will be further described, wherein the fixing mechanism 3 includes a fixed pipe 3-1, two connecting frames ii 3-2, a fixing rod 3-3, two rotating holes i 3-4, and a rotating frame i 3-5, the two connecting frames ii 3-2 are provided, the two connecting frames ii 3-2 are respectively fixedly connected to the middle and the rear ends of the lower side of the fixed pipe 3-1, the upper ends of the four connecting rods 2 are respectively hinged to the left and right ends of the two connecting frames ii 3-2, the fixing rod 3-3 is fixedly connected to the front end of the fixed pipe 3-1, the rotating hole i 3-4 is provided at the front portion of the fixing rod 3-3, the rotating frame i 3-5 is fixedly connected to the lower side of the front end of the fixing rod 3-3, the clamping mechanism 4 is rotatably connected to the front end of the stabilizing rod 3-3, the rear end of the main tensioning mechanism 6 is rotatably connected into the rotating hole I3-4, and the rear end of the auxiliary tensioning mechanism 7 is rotatably connected to the rotating frame I3-5.
The stabilizing rod 3-3 is fixed into the fixing tube 3-1 using two bolts.
The fourth concrete implementation mode:
the third embodiment is described below with reference to fig. 1 to 7, and is further described, the clamping mechanism 4 includes a force application rod 4-1, a rotation hole ii 4-2, a rotation frame ii 4-3, a V-shaped frame 4-4, and a connection plate 4-5, the rear end of the force application rod 4-1 is rotatably connected to a stabilization rod 3-3, the rear side of the force application rod 4-1 is provided with a rotation hole ii 4-2, the lower side of the rear end of the force application rod 4-1 is provided with the rotation frame ii 4-3, the number of the V-shaped frames 4-4 is three, the tips of the three V-shaped frames 4-4 are fixedly connected to the lower end of the force application rod 4-1 at equal intervals, the number of the connection plates 4-5 is six, the six connection plates 4-5 are fixedly connected to two branch feet of the three V-shaped frames 4-4 respectively, the two connecting plates 4-5 are fixedly connected with the anti-corrosion plate 5, the front end of the main tensioning mechanism 6 is rotatably connected into the rotating hole II 4-2, and the front end of the auxiliary tensioning mechanism 7 is rotatably connected onto the rotating frame II 4-3.
The fifth concrete implementation mode:
the third or fourth embodiment is further described with reference to fig. 1-7, the main tensioning mechanism 6 comprises a rotating rod i 6-1, a rotating rod ii 6-2, two telescopic pipes i 6-3 and two springs i 6-4, the rotating rod i 6-1 is rotatably connected in the rotating hole i 3-4, the rotating rod ii 6-2 is rotatably connected in the rotating hole ii 4-2, the telescopic pipes i 6-3 are provided with two, two ends of the two telescopic pipes i 6-3 are respectively and fixedly connected to two ends of the rotating rod i 6-1 and the rotating rod ii 6-2, the springs i 6-4 are provided with two springs i 6-4, and the two springs i 6-4 are respectively and fixedly connected in the two telescopic pipes i 6-3.
The sixth specific implementation mode:
the third or fourth embodiment is further described with reference to fig. 1-7, the auxiliary tensioning mechanism 7 includes a telescopic tube ii 7-1, two rotating shafts 7-2 and two springs ii 7-3, the two rotating shafts 7-2 are provided, the two rotating shafts 7-2 are respectively and fixedly connected to two ends of the telescopic tube ii 7-1, the spring ii 7-3 is fixedly connected in the telescopic tube ii 7-1, and the two rotating shafts 7-2 are respectively and rotatably connected to a rotating frame i 3-5 and a rotating frame ii 4-3.
The corrosion-resistant plate 5 is fixed on six connecting plates 4-5, the force application rod 4-1 is pulled up, the two springs I6-4 and the two springs II 7-3 are lengthened, the corrosion-resistant plate 5 is placed on a slope of a dam, the force application rod 4-1 tightly attaches the corrosion-resistant plate 5 to the slope of the dam under the action of the two springs I6-4 and the two springs II 7-3, the dam can be protected from erosion and impact of water flow through the corrosion-resistant plate, the loosening degree of the dam can be reduced, the firmness of the dam is improved, and the device does not need to be driven by electric control, so a power supply does not need to be configured, the device is more suitable for being used in the field, meanwhile, the manufacturing cost of the device is saved, and the difficulty of maintenance work of the.
The utility model discloses a dykes and dams reinforcing apparatus, its theory of operation is:
before use, firstly, the prepared cement is poured into a cement box 1-1, then a fixing plate 1-2 is fixed on the cement box 1-1, then the cement box 1-1 is buried near a dam, then a stabilizing rod 3-3 is inserted into a fixing pipe 3-1, the stabilizing rod 3-3 is fixed in the fixing pipe 3-1 by using two bolts, then an anti-corrosion plate 5 is fixed on six connecting plates 4-5, then after the force application rod 4-1 is pulled up, two springs I6-4 and two springs II 7-3 are stretched, then the anti-corrosion plate 5 is placed on a slope of the dam, the force application rod 4-1 respectively clings the anti-corrosion plate 5 to the slope under the action of the two dams I6-4 and the springs II 7-3, and the anti-corrosion plate can protect the dam from erosion and impact of water flow, the loosening degree of the dam can be reduced, the firmness degree of the dam is improved, and the device does not need to be driven by electric control, so that a power supply does not need to be configured, the device is more suitable for field use, meanwhile, the manufacturing cost of the device is saved, and the difficulty of maintenance work of the device is reduced.
Of course, the above description is not intended to limit the present invention, and the present invention is not limited to the above examples, and the changes, modifications, additions or replacements made by those skilled in the art within the scope of the present invention also belong to the protection scope of the present invention.
Claims (6)
1. The utility model provides a dykes and dams reinforcing apparatus, includes cement seat (1) and connecting rod (2), connecting rod (2) are provided with four, and the lower extreme of four connecting rod (2) articulates respectively in the four corners department of cement seat (1) upper end, its characterized in that: this dykes and dams reinforcing apparatus still includes stabilizing mean (3), clamping mechanism (4), anticorrosive board (5), main straining device (6) and vice straining device (7), the upper end of four connecting rods (2) all articulates the rear side at stabilizing mean (3), clamping mechanism (4) rotate the front end of connecting in stabilizing mean (3), anticorrosive board (5) fixed connection is on clamping mechanism (4), the both ends of main straining device (6) are rotated respectively and are connected on stabilizing mean (3) and clamping mechanism (4), the both ends of vice straining device (7) are rotated respectively and are connected the downside at stabilizing mean (3) and clamping mechanism (4).
2. An embankment reinforcement device according to claim 1, wherein: the cement seat (1) comprises a cement box (1-1), a fixing plate (1-2) and four connecting frames I (1-3), wherein the fixing plate (1-2) is fixedly connected to the upper end of the cement box (1-1), the four connecting frames I (1-3) are respectively fixedly connected to four corners of the upper end of the fixing plate (1-2), and the lower end of the connecting rod (2) is respectively hinged to the four connecting frames I (1-3).
3. An embankment reinforcement device according to claim 1, wherein: the stabilizing mechanism (3) comprises a fixed pipe (3-1), two connecting frames II (3-2), two stabilizing rods (3-3), a rotating hole I (3-4) and a rotating frame I (3-5), the two connecting frames II (3-2) are respectively and fixedly connected to the middle part and the rear end of the lower side of the fixed pipe (3-1), the upper ends of the four connecting rods (2) are respectively hinged to the left end and the right end of the two connecting frames II (3-2), the stabilizing rods (3-3) are fixedly connected to the front end in the fixed pipe (3-1), the rotating hole I (3-4) is arranged at the front part of the stabilizing rod (3-3), the rotating frame I (3-5) is fixedly connected to the lower side of the front end of the stabilizing rod (3-3), the clamping mechanism (4) is rotatably connected to the front end of the stabilizing rod (3-3), the rear end of the main tensioning mechanism (6) is rotatably connected into the rotating hole I (3-4), and the rear end of the auxiliary tensioning mechanism (7) is rotatably connected onto the rotating frame I (3-5).
4. A reinforcement of embankment as claimed in claim 3, wherein: the clamping mechanism (4) comprises a force application rod (4-1), a rotating hole II (4-2), a rotating frame II (4-3), V-shaped frames (4-4) and connecting plates (4-5), the rear end of the force application rod (4-1) is rotatably connected to the stabilizing rod (3-3), the rotating hole II (4-2) is formed in the rear side of the force application rod (4-1), the rotating frame II (4-3) is arranged on the lower side of the rear end of the force application rod (4-1), the number of the V-shaped frames (4-4) is three, the tips of the three V-shaped frames (4-4) are fixedly connected to the lower end of the force application rod (4-1) at equal intervals, the number of the connecting plates (4-5) is six, the six connecting plates (4-5) are fixedly connected to two branch feet of the three V-shaped frames (4-4) respectively, the two connecting plates (4-5) are fixedly connected with the anti-corrosion plate (5), the front end of the main tensioning mechanism (6) is rotatably connected into the rotating hole II (4-2), and the front end of the auxiliary tensioning mechanism (7) is rotatably connected onto the rotating frame II (4-3).
5. An embankment reinforcement device according to claim 3 or 4, wherein: main straining device (6) are including dwang I (6-1), dwang II (6-2), flexible pipe I (6-3) and spring I (6-4), dwang I (6-1) is rotated and is connected in rotating hole I (3-4), dwang II (6-2) are rotated and are connected in rotating hole II (4-2), flexible pipe I (6-3) is provided with two, and the both ends of two flexible pipes I (6-3) are fixed connection respectively at the both ends of dwang I (6-1) and dwang II (6-2), spring I (6-4) are provided with two, and two spring I (6-4) are fixed connection respectively in two flexible pipe I (6-3).
6. An embankment reinforcement device according to claim 3 or 4, wherein: the auxiliary tensioning mechanism (7) comprises a telescopic pipe II (7-1), two rotating shafts (7-2) and two springs II (7-3), the two rotating shafts (7-2) are fixedly connected to the two ends of the telescopic pipe II (7-1) respectively, the springs II (7-3) are fixedly connected into the telescopic pipe II (7-1), and the two rotating shafts (7-2) are rotatably connected to a rotating frame I (3-5) and a rotating frame II (4-3) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922382678.1U CN211446816U (en) | 2019-12-26 | 2019-12-26 | Dykes and dams reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922382678.1U CN211446816U (en) | 2019-12-26 | 2019-12-26 | Dykes and dams reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211446816U true CN211446816U (en) | 2020-09-08 |
Family
ID=72307091
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922382678.1U Expired - Fee Related CN211446816U (en) | 2019-12-26 | 2019-12-26 | Dykes and dams reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211446816U (en) |
-
2019
- 2019-12-26 CN CN201922382678.1U patent/CN211446816U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200908 Termination date: 20211226 |
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| CF01 | Termination of patent right due to non-payment of annual fee |