CN114991184A - Reinforcing structure for rock-soil slope protection and reinforcing method thereof - Google Patents
Reinforcing structure for rock-soil slope protection and reinforcing method thereof Download PDFInfo
- Publication number
- CN114991184A CN114991184A CN202210757879.9A CN202210757879A CN114991184A CN 114991184 A CN114991184 A CN 114991184A CN 202210757879 A CN202210757879 A CN 202210757879A CN 114991184 A CN114991184 A CN 114991184A
- Authority
- CN
- China
- Prior art keywords
- plate
- rock
- top surface
- shaft
- driven
- 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.)
- Granted
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 58
- 239000002689 soil Substances 0.000 title claims abstract description 48
- 238000000034 method Methods 0.000 title claims abstract description 13
- 230000007246 mechanism Effects 0.000 claims abstract description 13
- 230000008878 coupling Effects 0.000 claims abstract description 3
- 238000010168 coupling process Methods 0.000 claims abstract description 3
- 238000005859 coupling reaction Methods 0.000 claims abstract description 3
- 230000000670 limiting effect Effects 0.000 claims description 45
- 230000002787 reinforcement Effects 0.000 abstract description 15
- 239000011435 rock Substances 0.000 description 4
- 230000001360 synchronised effect Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
-
- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a reinforcing structure for rock-soil slope protection and a reinforcing method thereof, wherein the reinforcing structure comprises a bottom plate, a pair of driven shafts is arranged on the front side and the rear side of the top surface of the bottom plate, a pair of transverse plates is arranged on the left side and the right side of the top surface of the bottom plate, a sliding plate is arranged on the top surface of each transverse plate, a pair of linkage shafts is arranged on each side of each driven shaft, and each linkage shaft is connected with the corresponding sliding plate through a screw mechanism; the both sides of bottom plate are equipped with a pair of translation board, and every outer tip of every pair of sliding plate all with the top surface rigid coupling of the translation board that corresponds, and the middle part of every translation board all is equipped with spacing axle, and trilateral gusset plate that all is equipped with in the outside of every translation board, and the bottom portion of every spacing axle all is connected with three corresponding gusset plates through stop gear. The invention can adjust the reinforcement area of the rock-soil slope according to the actual condition, thereby increasing the firmness of the mutual connection between the reinforcement structures and further improving the stability of the rock-soil slope reinforcement.
Description
Technical Field
The invention relates to the technical field of rock-soil slope protection, in particular to a reinforcing structure for rock-soil slope protection and a reinforcing method thereof.
Background
At present, the side slope is an important component in geotechnical engineering, and in long-term use, more underground water can be accumulated in the side slope, so that the side slope can generate larger pressure on a side slope retaining plate, and the hidden danger of landslide is easily generated after the side slope is used for a long time. In order to reduce the occurrence of landslide and the like on the side slope, side slope reinforcement plays an important role in preventing and treating geological disasters.
When the slope stability degree is not enough, the stability is often required to be improved through reinforcement, but the existing reinforcement structure has the following defects: 1. the reinforcing structure is single, and the rock-soil slope can be broken due to the fact that soil is easy to loosen after the reinforcing structure is installed, so that the reinforcing structure cannot be fixed more effectively; 2. the existing reinforcing structure cannot adjust the reinforcing area, the reinforcing area of the reinforcing structure on the rock-soil slope is small, and the rock-soil slope can be fixed only by laying too many reinforcing structures.
Disclosure of Invention
The invention aims to solve the defects that the rock soil slope reinforcement structure in the prior art is not firm in fixed installation and single in reinforcement area, and provides the rock soil slope protection reinforcement structure.
In order to solve the problems that the rock soil slope reinforcing structure is not firmly fixed and installed and the reinforcing area is single in the prior art, the invention adopts the following technical scheme:
a reinforcing structure for rock-soil slope protection comprises a bottom plate, wherein a pair of driven shafts is arranged on the front side and the rear side of the top surface of the bottom plate, a driven gear is sleeved in the middle of each driven shaft, a pair of transverse plates is arranged on the left side and the right side of the top surface of the bottom plate, a sliding plate is arranged on the top surface of each transverse plate, a pair of linkage shafts is arranged on each of the two sides of each driven shaft, the bottom end portion of each linkage shaft is rotatably connected with the top surface of the bottom plate, a linkage gear is sleeved in the middle of each linkage shaft, each linkage gear is meshed with the corresponding driven gear, and each linkage shaft is connected with the corresponding sliding plate through a screw rod mechanism;
the two sides of the bottom plate are provided with a pair of translation plates, the outer end parts of the sliding plates are fixedly connected with the top surfaces of the corresponding translation plates, each translation plate is provided with a limiting shaft in the middle, reinforcing plates are arranged on the three sides of the outer side of each translation plate, and the bottom end parts of the limiting shafts are connected with the three corresponding reinforcing plates through limiting mechanisms.
Preferably, the middle of the top surface of the bottom plate is provided with a fixed shaft, the middle of the fixed shaft is sleeved with a fixed disc, the outer side edge of the fixed disc is sleeved with a gear ring, and the gear ring is respectively meshed with the pair of driven gears.
Preferably, the top of the fixed shaft is sleeved with a manual wheel, a first bolt hole is formed in an eccentric position on one side of the top surface of the fixed disc, a first bolt is inserted into the first bolt hole, and the bottom end of the first bolt abuts against the top surface of the bottom plate.
Preferably, the screw mechanism comprises a screw, a connecting plate is arranged between the transverse plate and the linkage shaft, the top of the connecting plate is provided with the screw, the sliding plate is provided with a threaded hole, and the outer end of the screw is spirally inserted into the corresponding threaded hole.
Preferably, the inner end of the screw rod is sleeved with a second bevel gear, the top end of the linkage shaft is sleeved with a first bevel gear, and the first bevel gear is meshed with the corresponding second bevel gear.
Preferably, both sides limit all is equipped with the reinforcement curb plate around the bottom plate, every a plurality of first anchor eyes have been seted up to the equipartition on the reinforcement curb plate, every first anchor eye's inside all is inserted and is equipped with first stock.
Preferably, stop gear includes spacing dish, rectangle slide, the bottom portion of spacing axle is equipped with spacing dish, the outside limit of spacing dish is equipped with three trapezoidal boards, every the outer tip of trapezoidal board all is equipped with oval long ring, three sides of the bottom surface of translation board all are equipped with the rectangle sliding sleeve, every the inside side of gusset plate all is equipped with the rectangle slide, every the inner end of rectangle slide all slides and runs through the rectangle sliding sleeve that corresponds, and every the inner end of rectangle slide all is equipped with spacing round pin axle, every the outer tip of spacing round pin axle all cooperates the slip block in the oval long ring that corresponds.
Preferably, a positioning disc is arranged at the top end of the limiting shaft, a positioning lug is arranged on one side of the positioning disc, a second bolt hole is formed in the middle of the positioning lug, a second bolt is inserted into the second bolt hole, and the bottom end of the second bolt abuts against the top surface of the translation plate.
Preferably, four corners of the bottom surface of the translation plate are provided with supporting seats, a plurality of second anchor holes are uniformly distributed in each reinforcing plate, and a second anchor rod is inserted into each second anchor hole.
The invention also provides a reinforcing method of the reinforcing structure for rock-soil slope protection, which comprises the following steps:
the method comprises the following steps that firstly, a bottom plate is placed on a rock-soil slope in the middle in a transverse or vertical mode, a fixed disc, a gear ring and a fixed shaft are rotated through a manual wheel, the gear ring is meshed to drive a pair of driven gears and a driven shaft to rotate, and each driven gear is meshed to drive a corresponding linkage gear, a corresponding linkage shaft and a corresponding first bevel gear to rotate;
step two, the first bevel gear is meshed to drive the second bevel gear and the screw rod to rotate, the screw rod reacts with the screw of the threaded hole to drive the sliding plate to slide outwards along the transverse plate, and then the pair of translation plates are driven to move away from the bottom plate; then stopping rotating the fixed disc, and screwing the first bolt tightly to enable the bottom end part of the first bolt to be abutted against the top surface of the bottom plate;
step three, the limiting shaft and the limiting disc are driven to rotate by rotating the positioning disc, the limiting disc drives the trapezoidal plate and the elliptical long ring to rotate, the limiting pin shaft and the elliptical long ring form a limiting effect, the rectangular sliding plate is driven to slide outwards along the rectangular sliding sleeve, and the reinforcing plate is driven to move away from the translation plate; then stopping rotating the positioning plate, and screwing the second bolt, so that the bottom end part of the second bolt is abutted against the top surface of the translation plate;
step four, taking a plurality of first anchor rods, and sequentially inserting the first anchor rods into the first anchor holes, so that the first anchor rods are deeply inserted into the rock-soil slope to fix the bottom plate; and then removing a plurality of second anchor rods, and sequentially inserting the second anchor rods into the second anchor holes, so that the second anchor rods are deeply inserted into the rock-soil side slope, the reinforcing plate and the translation plate are fixed, and the supporting seat is tightly supported on the rock-soil side slope.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the invention, the translation plate can be driven to synchronously move along the direction far away from the bottom plate by matching the screw rod, the area of the rock-soil slope reinforced by the translation plate is effectively increased, and the first anchor rods are sequentially inserted into the first anchor holes, so that the first anchor rods are deeply inserted into the rock-soil slope, and the stability of fixing the bottom plate is increased;
2. according to the invention, the limiting mechanism is matched to drive the reinforcing plate to realize synchronous outward expansion along the direction far away from the translation plate, so that the area of the rock-soil side slope reinforced by the reinforcing plate is effectively increased, and the plurality of second anchor rods are sequentially inserted into the second anchor holes, so that the second anchor rods are deeply inserted into the rock-soil side slope, and the stability of fixing the reinforcing plate and the translation plate is further increased;
in conclusion, the invention solves the problems that the rock-soil slope reinforcing structure is not firmly fixed and installed and has single reinforcing area, can adjust the reinforcing area of the rock-soil slope according to actual conditions, increases the firmness of the mutual connection between the reinforcing structures and further improves the stability of the rock-soil slope reinforcement.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the invention without limiting the invention. In the drawings:
FIG. 1 is a top view of the present invention;
FIG. 2 is a top sectional view of the present invention;
FIG. 3 is a top plan view of the base plate of the present invention;
FIG. 4 is a bottom view of the translating plate of the present invention;
FIG. 5 is an enlarged view taken at A of FIG. 1 in accordance with the present invention;
FIG. 6 is a front sectional view of the screw mechanism of the present invention;
FIG. 7 is a schematic illustration of a consolidation method of the present invention;
number in the figure: the device comprises a bottom plate 1, a fixed plate 11, a manual wheel 12, a gear ring 13, a driven gear 14, a linkage gear 15, a first bevel gear 16, a transverse plate 2, a sliding plate 21, a lead screw 22, a second bevel gear 23, a reinforcing side plate 24, a translation plate 3, a supporting seat 31, a limiting plate 32, a trapezoidal plate 33, an elliptical long ring 34, a rectangular sliding sleeve 35, a rectangular sliding plate 36, a reinforcing plate 37 and a positioning plate 38.
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.
The first embodiment is as follows: in order to improve the purposes of fixing and installing the reinforcing structure and adjusting the reinforcing area of the reinforcing structure, the embodiment provides a reinforcing structure for rock slope protection, see fig. 1-6, which comprises a bottom plate 1, wherein the bottom plate 1 is in a rectangular plate shape horizontally and transversely placed, a pair of first bearings are arranged on the front side and the rear side of the top surface of the bottom plate 1, a driven shaft is inserted into each first bearing, a driven gear 14 is sleeved in the middle of each driven shaft, a pair of transverse plates 2 are arranged on the left side and the right side of the top surface of the bottom plate 1, a sliding plate 21 in transverse sliding connection is arranged on the top surface of each transverse plate 2, a pair of linkage shafts symmetrically arranged are arranged on the two sides of each driven shaft, a pair of second bearings are arranged on the top surface of the bottom plate 1 on the two sides of the driven shafts, the bottom end part of each linkage shaft is inserted into the second bearings, a linkage gear 15 concentrically and fixedly connected is sleeved in the middle part of each linkage shaft, each linkage gear 15 is meshed with the corresponding driven gear 14, and each linkage shaft is connected with the corresponding sliding plate 21 through a screw rod mechanism;
the both sides of bottom plate 1 are equipped with the translation board 3 that a pair of symmetry set up, every outer tip of sliding plate 21 all with the top surface rigid coupling of the translation board 3 that corresponds, the middle part of every translation board 3 all is equipped with the third bearing, the inside of every third bearing all is inserted and is equipped with the spacing axle that vertically runs through, trilateral gusset plate 37 that all is equipped with parallel placement in the outside of every translation board 3, the bottom portion of every spacing axle all is connected with three gusset plates 37 that correspond through stop gear.
In the specific implementation process, as shown in fig. 2 and 3, a fourth bearing is arranged in the middle of the top surface of the bottom plate 1, a fixed shaft is inserted into the fourth bearing, a fixed disk 11 which is concentrically and fixedly connected is sleeved in the middle of the fixed shaft, gear rings 13 which are concentrically and fixedly connected are sleeved on the outer side edges of the fixed disk 11, and the gear rings 13 are respectively in meshed connection with a pair of driven gears 14; the fixed disc 11, the gear ring 13 and the fixed shaft are rotated through the rotation of the manual wheel 12, the gear ring 13 is meshed with the driven shaft to drive the pair of driven gears 14 and the driven shaft to rotate, and the driven gears 14 are meshed with the corresponding linkage gears 15, the linkage shafts and the first bevel gears 16 to rotate;
the top of the fixed shaft is sleeved with a manual wheel 12, a first bolt hole is formed in an eccentric position on one side of the top surface of the fixed disc 11, a first bolt is inserted into the first bolt hole, and the bottom end part of the first bolt is abutted against the top surface of the bottom plate 1; then stop to rotate fixed disk 11 to screw up first bolt, make the bottom portion of first bolt support tightly on the top surface of bottom plate 1, made things convenient for and fixed disk 11 to take place the phenomenon of overturning to the fixed axle.
In a specific implementation process, as shown in fig. 3 and 6, the screw rod mechanism comprises a screw rod 22, connecting plates are arranged between the transverse plate 2 and the linkage shaft, a fifth bearing is arranged at the top of each connecting plate, a transversely-penetrating screw rod 22 is inserted into the fifth bearing, a transversely-penetrating threaded hole is formed in the sliding plate 21, and the outer end of the screw rod 22 is spirally inserted into the corresponding threaded hole; the inner end of the screw 22 is sleeved with a second bevel gear 23 which is concentrically and fixedly connected, the top end part of the universal driving shaft is sleeved with a first bevel gear 16 which is concentrically and fixedly connected, and the first bevel gear 16 is meshed with the corresponding second bevel gear 23; first bevel gear 16 meshing drives second bevel gear 23 and lead screw 22 and rotates, and lead screw 22 drives sliding plate 21 along diaphragm 2 outwards sliding with the spiral reaction of screw hole, and then drives a pair of translation board 3 and keep away from bottom plate 1 and remove, uses through the cooperation of lead screw, can drive translation board 3 along the direction of keeping away from the bottom plate and realize synchronous motion, and the effectual ground side slope area that translation board 3 carries out the reinforcement that has increased.
In the specific implementation process, as shown in fig. 1 and fig. 2, the front side edge and the rear side edge of the bottom plate 1 are both provided with reinforcing side plates 24, each reinforcing side plate 24 is uniformly provided with a plurality of first anchor holes arranged at equal intervals, a first anchor rod is inserted into each first anchor hole, and the first anchor rods are sequentially inserted into the first anchor holes, so that the first anchor rods are deeply inserted into rock-soil slopes, and the fixing stability of the bottom plate 1 is improved;
four corners of the bottom surface of translation board 3 all are equipped with supporting seat 31, and the second anchor eye that a plurality of equidistance set up is seted up to the equipartition on every gusset plate 37, and the inside in every second anchor eye is all inserted and is equipped with the second stock, and a plurality of second stocks are inserted in proper order and are established in the second anchor eye for the second stock is inserted deeply and is established in the ground slope, has increased the fixed stability of gusset plate 37 and translation board 3.
Example two: in the first embodiment, there is a problem that three reinforcing plates 37 cannot be expanded synchronously, so the first embodiment further includes:
in a specific implementation process, as shown in fig. 2 and 4, the limiting mechanism includes a limiting disc 32 and a rectangular sliding plate 36, the bottom end of the limiting shaft is provided with the limiting disc 32 concentrically and fixedly connected, the outer side edge of the limiting disc 32 is provided with three trapezoidal plates 33, the outer end of each trapezoidal plate 33 is provided with an elliptical long ring 34 vertically and fixedly connected, three sides of the bottom surface of the translation plate 3 are provided with rectangular sliding sleeves 35, the inner side edge of each reinforcing plate 37 is provided with a rectangular sliding plate 36 vertically and fixedly connected, the inner end of each rectangular sliding plate 36 slidably penetrates through the corresponding rectangular sliding sleeve 35, the inner end of each rectangular sliding plate 36 is provided with a limiting pin shaft, and the outer end of each limiting pin shaft is slidably engaged with the corresponding elliptical long ring 34; the limiting shaft and the limiting disc 32 are driven to rotate by rotating the positioning disc 38, the trapezoidal plate 33 and the elliptical long ring 34 are driven to rotate by the limiting disc 32, the limiting pin shaft and the elliptical long ring 34 form a limiting effect, the rectangular sliding plate 36 is driven to slide outwards along the rectangular sliding sleeve 35, the reinforcing plate 37 is driven to move away from the translation plate 3, synchronous outward expansion of the reinforcing plate 37 along the direction away from the translation plate can be driven by the matching use of the limiting mechanism, and the area of the rock-soil slope reinforced by the reinforcing plate 37 is effectively increased;
a positioning disc 38 is arranged at the top end part of the limiting shaft, a positioning lug is arranged on one side of the positioning disc 38, a second bolt hole is formed in the middle of the positioning lug, a second bolt is inserted into the second bolt hole, and the bottom end part of the second bolt abuts against the top surface of the translation plate 3; then, the rotation of the positioning plate 38 is stopped, and the second bolt is tightened, so that the bottom end of the second bolt abuts against the top surface of the translation plate 3, thereby facilitating the fixation of the positions of the three reinforcement plates 37 which are synchronously expanded outwards and avoiding the phenomenon of reverse rotation of the limiting shaft.
Example three: referring to fig. 7, specifically, the working principle and the operation method of the present invention are as follows:
firstly, a bottom plate 1 is placed on a rock-soil slope in a centered and transverse or vertical mode, a fixed disc 11, a gear ring 13 and a fixed shaft are rotated through a manual wheel 12, the gear ring 13 is meshed to drive a pair of driven gears 14 and a driven shaft to rotate, and each driven gear 14 is meshed to drive a corresponding linkage gear 15, a corresponding linkage shaft and a corresponding first bevel gear 16 to rotate;
step two, the first bevel gear 16 is meshed to drive the second bevel gear 23 and the lead screw 22 to rotate, the lead screw 22 reacts with the screw of the threaded hole to drive the sliding plate 21 to slide outwards along the transverse plate 2, and then the pair of translation plates 3 are driven to move away from the bottom plate 1; then stopping rotating the fixed disk 11, and screwing the first bolt, so that the bottom end part of the first bolt is abutted against the top surface of the bottom plate 1;
step three, the positioning disc 38 is rotated to drive the limiting shaft and the limiting disc 32 to rotate, the limiting disc 32 drives the trapezoidal plate 33 and the elliptical long ring 34 to rotate, the limiting pin shaft and the elliptical long ring 34 form a limiting effect, the rectangular sliding plate 36 is driven to slide outwards along the rectangular sliding sleeve 35, and the reinforcing plate 37 is driven to move away from the translation plate 3; then stopping rotating the positioning plate 38, and screwing the second bolt, so that the bottom end part of the second bolt is abutted against the top surface of the translation plate 3;
step four, taking a plurality of first anchor rods, and sequentially inserting the first anchor rods into the first anchor holes to enable the first anchor rods to be deeply inserted into the rock-soil slope and fix the bottom plate 1; and then a plurality of second anchor rods are taken and inserted into the second anchor holes in sequence, so that the second anchor rods are deeply inserted into the rock-soil side slope, the reinforcing plate 37 and the translation plate 3 are fixed, and the supporting seat 31 is tightly abutted on the rock-soil side slope.
The invention solves the problems that the rock-soil slope reinforcing structure is not firmly fixed and installed and has single reinforcing area, can adjust the reinforcing area of the rock-soil slope according to actual conditions, increases the firmness of the mutual connection between the reinforcing structures and further improves the stability of rock-soil slope reinforcement.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered as the technical solutions and the inventive concepts of the present invention within the technical scope of the present invention.
Claims (10)
1. The utility model provides a ground reinforced structure for bank protection, includes bottom plate (1), its characterized in that: a pair of driven shafts are arranged on the front side and the rear side of the top surface of the bottom plate (1), a driven gear (14) is sleeved in the middle of each driven shaft, a pair of transverse plates (2) is arranged on the left side and the right side of the top surface of the bottom plate (1), a sliding plate (21) is arranged on the top surface of each transverse plate (2), a pair of linkage shafts is arranged on each of the two sides of each driven shaft, the bottom end of each linkage shaft is rotatably connected with the top surface of the bottom plate (1), a linkage gear (15) is sleeved in the middle of each linkage shaft, each linkage gear (15) is meshed with the corresponding driven gear (14), and each linkage shaft is connected with the corresponding sliding plate (21) through a screw rod mechanism;
the both sides of bottom plate (1) are equipped with a pair of translation board (3), and are every right the outer tip of sliding plate (21) all with the top surface rigid coupling of the translation board (3) that corresponds, every the middle part of translation board (3) all is equipped with spacing axle, every trilateral gusset plate (37) that all are equipped with in the outside of translation board (3), every the bottom portion of spacing axle all is connected with three gusset plates (37) that correspond through stop gear.
2. The reinforced structure for rock-soil slope protection according to claim 1, wherein: the top surface middle part of bottom plate (1) is equipped with the fixed axle, the middle part cover of fixed axle is equipped with fixed disk (11), the outside limit cover of fixed disk (11) is equipped with gear ring (13), gear ring (13) are connected with a pair of driven gear (14) meshing respectively.
3. The reinforced structure for rock-soil slope protection according to claim 2, wherein: the top of the fixed shaft is sleeved with a manual wheel (12), a first bolt hole is formed in an eccentric position on one side of the top surface of the fixed plate (11), a first bolt is inserted into the first bolt hole, and the bottom end portion of the first bolt is abutted against the top surface of the bottom plate (1).
4. The reinforced structure for rock-soil slope protection according to claim 1, wherein: the screw mechanism comprises a screw rod (22), connecting plates are arranged between the transverse plate (2) and the linkage shaft, the screw rod (22) is arranged at the top of each connecting plate, a threaded hole is formed in the sliding plate (21), and the outer end part of the screw rod (22) is spirally inserted into the corresponding threaded hole.
5. The reinforced structure for rock-soil slope protection according to claim 4, wherein: the inner end of the lead screw (22) is sleeved with a second bevel gear (23), the top end of the linkage shaft is sleeved with a first bevel gear (16), and the first bevel gear (16) is meshed with the corresponding second bevel gear (23).
6. The reinforced structure for rock-soil slope protection according to claim 1, wherein: both sides limit all is equipped with consolidates curb plate (24) around bottom plate (1), every a plurality of first anchor eyes have been seted up to the equipartition on consolidating curb plate (24), every the inside of first anchor eye all is inserted and is equipped with first stock.
7. The reinforced structure for rock-soil slope protection according to claim 1, wherein: the limiting mechanism comprises a limiting disc (32) and rectangular sliding plates (36), the bottom end portion of the limiting shaft is provided with the limiting disc (32), three trapezoidal plates (33) are arranged on the outer side edge of the limiting disc (32), the outer end portion of each trapezoidal plate (33) is provided with an oval long ring (34), three sides of the bottom face of the translation plate (3) are provided with rectangular sliding sleeves (35), each inner side edge of the reinforcing plate (37) is provided with a rectangular sliding plate (36), each inner end portion of each rectangular sliding plate (36) slides to penetrate through the corresponding rectangular sliding sleeve (35), each inner end portion of each rectangular sliding plate (36) is provided with a limiting pin shaft, and the outer end portion of each limiting pin shaft is matched with the corresponding oval long ring (34) in a sliding mode and clamped mode.
8. The reinforced structure for rock-soil slope protection according to claim 1, wherein: the top end of the limiting shaft is provided with a positioning disc (38), one side of the positioning disc (38) is provided with a positioning lug, the middle of the positioning lug is provided with a second bolt hole, a second bolt is inserted into the second bolt hole, and the bottom end of the second bolt abuts against the top surface of the translation plate (3).
9. The reinforced structure for rock-soil slope protection according to claim 1, wherein: four corners of the bottom surface of translation board (3) all are equipped with supporting seat (31), every a plurality of second anchor eyes, every are seted up to the equipartition on gusset plate (37) the inside in second anchor eye all is inserted and is equipped with the second stock.
10. The reinforcing method of the reinforcing structure for geotechnical slope protection according to any one of claims 1 to 9, comprising the steps of:
firstly, a bottom plate (1) is placed on a rock-soil slope in a centered and transverse or vertical mode, a fixed disc (11), a gear ring (13) and a fixed shaft are rotated through a manual wheel (12), the gear ring (13) is meshed to drive a pair of driven gears (14) and a driven shaft to rotate, and each driven gear (14) is meshed to drive a corresponding linkage gear (15), a corresponding linkage shaft and a corresponding first bevel gear (16) to rotate;
secondly, the first bevel gear (16) is meshed to drive the second bevel gear (23) and the lead screw (22) to rotate, the lead screw (22) reacts with the screw of the threaded hole to drive the sliding plate (21) to slide outwards along the transverse plate (2), and then the pair of translation plates (3) are driven to move away from the bottom plate (1); then stopping rotating the fixed disc (11), and screwing the first bolt to enable the bottom end part of the first bolt to be abutted against the top surface of the bottom plate (1);
thirdly, the limiting shaft and the limiting disc (32) are driven to rotate by rotating the positioning disc (38), the limiting disc (32) drives the trapezoidal plate (33) and the elliptical long ring (34) to rotate, the limiting pin shaft and the elliptical long ring (34) form a limiting effect, the rectangular sliding plate (36) is driven to slide outwards along the rectangular sliding sleeve (35), and the reinforcing plate (37) is driven to move away from the translation plate (3); then stopping rotating the positioning plate (38), and screwing the second bolt to enable the bottom end part of the second bolt to be abutted against the top surface of the translation plate (3);
step four, taking a plurality of first anchor rods, and sequentially inserting the first anchor rods into the first anchor holes to enable the first anchor rods to be deeply inserted into the rock-soil slope so as to fix the bottom plate (1); and then removing a plurality of second anchor rods, and sequentially inserting the second anchor rods into the second anchor holes, so that the second anchor rods are deeply inserted into the rock-soil side slope, the reinforcing plate (37) and the translation plate (3) are fixed, and the supporting seat (31) is tightly propped against the rock-soil side slope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210757879.9A CN114991184B (en) | 2022-06-30 | 2022-06-30 | Reinforcing structure for rock soil slope protection and reinforcing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210757879.9A CN114991184B (en) | 2022-06-30 | 2022-06-30 | Reinforcing structure for rock soil slope protection and reinforcing method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114991184A true CN114991184A (en) | 2022-09-02 |
| CN114991184B CN114991184B (en) | 2024-04-05 |
Family
ID=83019294
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210757879.9A Active CN114991184B (en) | 2022-06-30 | 2022-06-30 | Reinforcing structure for rock soil slope protection and reinforcing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114991184B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3148923U (en) * | 2008-12-19 | 2009-03-05 | 株式会社水戸グリーンサービス | Slope repair and reinforcement structure |
| JP3167684U (en) * | 2011-02-21 | 2011-05-12 | 宇順 張 | Slope reinforced greening structure |
| KR101259053B1 (en) * | 2012-11-16 | 2013-04-26 | 서정엔지니어링 주식회사 | Retaining wall for planting for reinforcing slope |
| JP2016014249A (en) * | 2014-07-01 | 2016-01-28 | 株式会社ダイカ | Slope stabilization structure |
| KR20170061812A (en) * | 2015-11-26 | 2017-06-07 | 한국철도기술연구원 | Pressure plate apparatus |
| JP6494144B1 (en) * | 2018-03-28 | 2019-04-03 | 今野工務店株式会社 | Gear type telescopic mechanism and civil engineering and construction equipment using the same |
| CN211922633U (en) * | 2019-12-19 | 2020-11-13 | 兰州工业学院 | Geotechnical engineering's adjustable foundation ditch consolidates rectangle supporting device |
| CN215441931U (en) * | 2021-08-12 | 2022-01-07 | 苑韦虹 | Adjustable rectangle supporting device of geotechnical engineering |
| CN216041234U (en) * | 2021-09-18 | 2022-03-15 | 朴平 | Construction engineering construction management is with interim slope protection structure |
| CN114346776A (en) * | 2021-12-27 | 2022-04-15 | 合肥万象科技有限公司 | Double-clamping type new energy automobile accessory machining equipment |
| CN114606905A (en) * | 2022-04-10 | 2022-06-10 | 金华市恒通工程检测有限公司 | Fastening processing device for hydraulic engineering maintenance and processing method thereof |
-
2022
- 2022-06-30 CN CN202210757879.9A patent/CN114991184B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3148923U (en) * | 2008-12-19 | 2009-03-05 | 株式会社水戸グリーンサービス | Slope repair and reinforcement structure |
| JP3167684U (en) * | 2011-02-21 | 2011-05-12 | 宇順 張 | Slope reinforced greening structure |
| KR101259053B1 (en) * | 2012-11-16 | 2013-04-26 | 서정엔지니어링 주식회사 | Retaining wall for planting for reinforcing slope |
| JP2016014249A (en) * | 2014-07-01 | 2016-01-28 | 株式会社ダイカ | Slope stabilization structure |
| KR20170061812A (en) * | 2015-11-26 | 2017-06-07 | 한국철도기술연구원 | Pressure plate apparatus |
| JP6494144B1 (en) * | 2018-03-28 | 2019-04-03 | 今野工務店株式会社 | Gear type telescopic mechanism and civil engineering and construction equipment using the same |
| CN211922633U (en) * | 2019-12-19 | 2020-11-13 | 兰州工业学院 | Geotechnical engineering's adjustable foundation ditch consolidates rectangle supporting device |
| CN215441931U (en) * | 2021-08-12 | 2022-01-07 | 苑韦虹 | Adjustable rectangle supporting device of geotechnical engineering |
| CN216041234U (en) * | 2021-09-18 | 2022-03-15 | 朴平 | Construction engineering construction management is with interim slope protection structure |
| CN114346776A (en) * | 2021-12-27 | 2022-04-15 | 合肥万象科技有限公司 | Double-clamping type new energy automobile accessory machining equipment |
| CN114606905A (en) * | 2022-04-10 | 2022-06-10 | 金华市恒通工程检测有限公司 | Fastening processing device for hydraulic engineering maintenance and processing method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114991184B (en) | 2024-04-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN114991184A (en) | Reinforcing structure for rock-soil slope protection and reinforcing method thereof | |
| CN208307712U (en) | A kind of coal mining transmission device that can adjust height | |
| CN108166553B (en) | Rapid foundation pit excavation equipment and excavation method | |
| CN113513027B (en) | Foundation ditch excavation keeps off native device | |
| CN214946847U (en) | Front guide mechanism for pipe jacking engineering | |
| CN215165680U (en) | Fixing device for groove supporting structure | |
| CN214783978U (en) | Large-scale deep basal pit supporting construction | |
| CN209509043U (en) | A kind of excavating gear of hydraulic engineering | |
| CN217629959U (en) | Deformation control device for foundation pit soil body | |
| CN106436683A (en) | Dredger fill plastic drainage plate planting device | |
| CN217601456U (en) | Deep foundation pit supporting beam frame structure for geotechnical engineering | |
| CN220337650U (en) | Anti-sedimentation structure of gas pipeline | |
| CN114134902B (en) | Reinforced concrete supporting structure for soft soil deep foundation pit and construction process of reinforced concrete supporting structure | |
| CN219364645U (en) | In-pit supporting structure for foundation pit | |
| CN216475076U (en) | Foundation ditch support manger plate structure based on high pressure spouts technique soon | |
| CN210798855U (en) | Radius adjusting device of rotary drilling machine | |
| CN219973456U (en) | Grid mud pressing plate | |
| CN214695678U (en) | Additional strengthening that water conservancy construction cofferdam was used | |
| CN217840021U (en) | Underground foundation pit supporting device for building construction | |
| CN219491004U (en) | Foundation pit water-stop supporting device used in foundation construction process | |
| CN212452657U (en) | Foundation ditch supporting device for civil engineering | |
| CN216948334U (en) | Foundation pit supporting pipe connecting device | |
| CN117738207B (en) | Geotechnical engineering operation support device and use method | |
| CN220246879U (en) | Cell sheet connecting device for geotechnical cells | |
| CN212129185U (en) | Cofferdam reinforced structure for water conservancy construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |